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HomeMy WebLinkAbout7800 Gall BlvdNEW RETAIL BANKING CENTER SHEET INDEX CODE / PROJECT DATA AGENCY HAVING JURI52I0TION: CITY OF VENICE, FLORIDA APPLIGABLE GODE5: FLORIDA BUILDING CODE EDITION: 2007 N/ 200Q SUPPLEMENTS FLORIDA PLUMBING CODE EDITION: 2007 FLORIDA MEGHANIGAL CODE EDITION: 2007 NATIONAL ELECTRIG CODE EDITION: 2008 FLORIDA FIRE PREVENTION CODE EDITION: 200-7 OGGUPANGY TYPE: - GROUP B (BUSINESS) GONSTRUGTION TYPE: -TYPE VB, UNSPRINKLERED FIRE RF-515TANGE RATINGS OF STRUGTURAL ELEMENTS TABLE 601- I. STRUGTURAL FRAME O HR 2. BEARING HALLS EXTERIOR 0 HR. INTERIOR 0 HR. 3. NON BEARING HALLS/PARTITIONS INTERIOR O HR 4. ROOF GONSTRUGTION INGLUDING 5UPPORTIN6 BEAMS/JOISTS 0 HR GENERAL HEIGHT AND AREA LIMITATIONS TABLE 503: HEIGHT LIMITATION: 2 STORIES ALLOWABLE AREA: a,000 S.F. ACTUAL HEIGHT: 26-1", 1 STORY TOTAL BU I LDI NO AREA: CROSS 4,220 S,F, TOTAL CANOPY GOVERAGE: 650 5,F, EXIT AGGE55 TRAVEL D 15TANGE SECTION 1016: MAXIMUM EXIT AGGE55 TRAVEL DISTANCE: 200 FT. COMMON PATH OF TRAVEL, SECTION 1014.5: 75' MAXIMUM ALLOWABLE OGGUPANT LOAD, 5EGTION 1014: 4,220 S.F./100 S.F. PER OGGUPANT (BUSINESS) = 42 TOTAL OCCUPANTS NUMBER OF EXITS AND CONTINUITY 5EGTION 1019: TOTAL EXITS REQUIRED = 2 EXITS REQUIRED TOTAL EXITS PROVIDED = 2 EXITS PROVIDED EXIT AND EXIT ACCESS DOORWAYS 5EGTION 1015.2.1; NHERE TWO EXITS OR EXIT AGGE55 DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT AGGESS, THE EXIT DOORS OR EXIT AGGE55 DOORWAYS SHALL BE PLACED A D15TANGE APART EQUAL TO NOT LE55 THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT AGGESS DOORWAYS. EGRESS NIDTH, SECTION 1005-TABLE 1005 I: 42 OCCUPANTS X .2 = 8.4 INCHES OF EGRESS REQUIRED ACTUAL WIDTH PROVIDED: 72" + 32" = 104 INCHES PROVIDED FDLUM551NG FIXTURES: PROVIDED MENWOMEN MEN WOMEILAV 7D I 1 ZEPHYR COMMONS 7800 GALL BLVD ZEPHYRHILLS, FL 33541 23q 4 CP o ,� ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING tl-Y"S CODE, NATIONAL ELECTRIC CODE AND ►"" , CITY OF ZEPHYRHILLS ORDINANCES Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense tc bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliancE with all applicable NFPA Codes and local ordinances. PERMIT SET CHASE #22501 FLAME SPREAD DATA GERAM I G TILE: FBG REQUIRED MINIMUM NON-APPLIGABLE PROVIDED NON-APPLI GABLE SUSPENDED ACOUSTICAL GEILINCS: FBG REQUIRED MINIMUM GLASS B PROVIDED GLASS A WOOD FLOORING: FBG REQUIRED MINIMUM PROVIDED RESILIENT FLOORING: FBG REQUIRED MINIMUM PROVIDED CARPET TILE: FBG REQUIRED MINIMUM PROVIDED PAINTS AND GOATING: FBG REQUIRED MINIMUM PROVIDED GLASS II GLAS5 I GLASS II GLASS I GLASS II GLASS II GLAS5 B GLASS A C VICINITY MAP LOCATION MAP r,UBMI ITED PLAN( HA BEEN BY ZEPHYRHILL R HA Date: - Reviewer: REVIEW DATE �' U CITY OF ZEPHYRHILL PLANS EXAMINER DRAWINGS 155UED 0 �i r 0 ARGHITEGTURAL DRAWINGS GS COVER SHEET AO.O LIFE SAFETY PLAN AND NOTES A 1.1 FLOOR PLAN r♦ A1.2 FLOOR FINISH PLAN • AI.5 FURNITURE PLAN A2.0 REFLECTED GE I L I NC PLAN . A3.0 ROOF PLAN AND DETAILS A4.1 EXTERIOR BUILDING ELEVATIONS +♦ A4.2 EXTERIOR BUILDING ELEVATIONS , A5.1 BUILDING 5EGTION5 AND DETAILS +♦ A6.1 WALL 5EGTION5 r♦ A6.2 TOWER GRO55 SEGTION • A6.3 WALL SECTIONS A6.4 WALL SECTIONS +. A6.5 WALL SECTIONS DETAILS • A6.6 SECTIONS $ DETAILS A6.7 SECTIONS �$ DETAILS • A6.8 DETAILS A6.ci DETAILS • A7.1 INTERIOR ELEVATIONS AND DETAILS A-7.2 INTERIOR ELEVATIONS AND DETAILS +! A-1.3 MILLWORK SECTIONS • A7.4 PARTITION TYPES AND DETAILS A7.5 TELLER LINE SECTIONS AND DETAILS +. A8.1 SGHEDULES AND DETAILS A8.2 STOREFRONT AND GURTAIN NALL , A8.3 PLAN DETAILS AGI.I DUMPSTER ENCLOSURE PLAN AND DETAIL • GIVIL DRAWINGS CIVIL PLANS BY GREEGH ENGINEERING, INC. CIVIL DRANIN65 SUBMITTED UNDER SEPARATE PERMIT. 5TRUGTURAL DRAWING-5 51.0 GENERAL NOTES � TYPIGAL DETAILS 51.01 STRUCTURAL GENERAL NOTES 51.02 STRUGTURAL GENERAL NOTES 51.03 STRUGTURAL GENERAL NOTES 51.04 WIND PRESSURE DIAGRAM 51.1 FOUNDATION PLAN 51.2 ROOF FRAMING PLAN 52.0 DETAILS AND SECTIONS S 52.1 DETAILS AND SECTIONS • 52.2 DETAILS AND 5EGTION5 S2-3 DETAILS AND 5EGTION5 52.4 DETAILS AND 5EGTION5 53.0 DETAILS AND SECTIONS • 55.1 DETAILS AND 5EGTION5 55.2 DETAILS AND SEGTI ONS • 55.5 DETAILS AND SECTIONS • 53.4 DETAILS AND SECTIONS • OWNER & CONSULTANTS CHASE BANK 4g00 MEMORIAL HIGHWAY 3RD FLOOR TAMPA, FL 3563b CONTACT BOB FARGO PHONE: 813.404.0261 ARCH I TEGT A5D 1240 E 5TH AVE TAMPA, FLORIDA 33605 GONTAGT: KENNETH GONART, AIA, LEED AP PHONE: 813-223-22CI3 FAX: 815-223-2433 CIVIL ENO I NEER SYCAMORE ENGINEERING 8370 N HILL5B0R000H AVE SUITE 205 TAMPA, FL 33615 CONTACT: J-D- ALSABBAGH PHONE: 813-261-5180 DRAWI NG5 155UED 0 �i r� 0 MEGHANIGA L DRAWIN65 M0.1 HVAG LEGEND AND SHEET INDEX MO.2 HVAG GENERAL NOTES • M1.0 FIRST FLOOR PLAN - HVAG • M2.0 ROOF PLAN - HVAG • M3.0 HVAG SCHEDULE M4.0 HVAG DETAILS M4.1 HVAG DETAILS M4.2 HVAG DETAILS • M4.3 HVAG DETAILS PLUMBING DRAWING5 PO.O SYMBOLS, LEGEND, GENERAL NOTES • P1.0 SITE PLAN - PLUMBING • P2.0 FLOOR PLAN - SANITARY • P3.0 FLOOR PLAN - DOMESTIC WATER • P4.0 ROOF PLAN - PLUMBING • P5.0 RISERS • Pb.O DETAILS i P7.0 DETAILS P8.0 DETAILS ELEGTRIGAL DRAWIN65 EO.I SYMBOL, LEGEND, AND DRAWING INDEX EO.2 GENERAL NOTES AND LIGHTING FIXTURE SCHEDULE • EI.O SITE PLAN - ELEGTRIGAL E1.1 51TE PLAN - PHOTOMETRIG E2.0 LIGHTING PLAN E3.0 POWER PLAN E4.0 SYSTEMS PLAN E5.0 ROOF PLAN - ELEGTRIGAL E6.0 UNDERGROUND CONDUIT PLAN E7.0 ENLARGED PLANS - ELEGTRIGAL • E8.0 ELEGTRIGAL RISER AND PANEL SCHEDULES Eq.O S DETAIL1 • VENDOR GOORDI NATI ON DRAW I NCG5 SECURITY DRAHINGS I SEGURITY PLAN 2 SECURITY SYSTEM 4 CCTV DEVICE PLAN 3 SECURITY DATA ROOM 4 CONTRACTOR DETAILS 5 CONTRACTOR DETAILS 6 GONTRAGTOR DETAILS 7 CONTRACTOR DETAILS GANOPY DRAHINGS DGI FOUNDATION PLAN DG2 ROOF PLAN AND DETAILS DG3 M 15GELLANEAOUS DETAILS DG4 GANOPY ELEVATIONS DIE50LD INSTALLATION DRA14NG5 VT- I VAT 21 DRIVE UP SYSTEM VT-2 VAT 21 DRIVE UP SYSTEM VT-3 VAT 21 DRIVE UP SYSTEM VT-4 234 SERIES WINDOW DETAILS ND -I SEGUROMATIC AHD WITH 271-30 CHEST UG-1 METAL UNDERGOUNTER DETAILS GS-I #271-50 TL-I5 UNENGA5ED MONEY SAFE GS-2 #271-GI5 TL-15 UNENGA5ED MONEY SAFE ELEGTRIGAL ENGINEER TLG-ENGINEERING FOR ARCHITECTURE 255 5. ORANGE AVE, SUITE I600 ORLANDO, FL 32801-5463 CONTACT- HASAN AROURI PHONE: 407-841-G{050 MEGHAN I GAL ENO I NEER TLG-ENGINEERING FOR ARGHITEGTURE 255 S. ORANGE AVE, SUITE 1600 ORLANDO, FL 32801-3463 GONTAGT: HASAN AROURI PHONE: 407-841-g050 PLUMB I NO ENO I NEER TLG-ENGINEERING FOR ARCHITECTURE 255 5. ORANGE AVE, SUITE 1600 ORLANDO, FL 32801-3465 GONTAGT: HASAN AROURI PHONE: 407-841-GO50 STRUGTURAL ENGI NEER TLC, -ENGINEERING FOR ARGHITEGTURE 255 S. ORANGE AVE, SUITE 1600 ORLANDO, FL 32801-5463 CONTACT: HASAN AROURI PHONE: 407-841-C1050 BAN< EOU I PMENT VENDOR DIEBOLD PRODUCT APPLICATION SERVICES ORLANDO OFFICE 43 SKYLINE DRIVE, SUITE 1051 LAKE MARY, FL 52746 GONTAGT: LUCINDA FREEMAN PHONE: 407.260.g444 PREFABRI GATED GANOF'*r VENDOR MGGEE GORPORATION 12701 EAST INDEPENDENCE BLVD. P. 0 BOX 1375 MATTHENS, NG 28106-1375 GONTAGT: TOM HAGOOD PHONE: 704-882- I500 (500) 526-558ci CONTACT: LANRENGE R. PILON, PE PHONE: 315-668-005cl U CL 0 Lu H U Lu U O w H Z oco cc,* C�7 N C�7 J N Il N Y Cn O Y Z Q Cl) J U) J z = O O 2 � CL = W � N N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. AGsnniated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING T=: COVER SHEET 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. DRINKING FOUNTAIN READ.: I DRINKING FOUNTAIN PROVIDED: I HI/LO DRINKING FOUNTAIN PROJEGT LOGAT ION -F--F L T I I Ill x SYMBOLOGY/LEGEND ELEVATION NUMBER SHEET NUMBER 0DETAIL, SECTION OR OR PLAN NUMBER -WALL SEGTION NUMBER, BUILDING SECTION LETTER SHEET NUMBER C)or DETAIL NUMBER - SHEET NUMBER ABBREVIATIONS AG AFF AHU AL ASPH AT BD BLKT CJ GLG GMU COL GONG GONT GPT GT GIL DBL DF DIA DIM ON DS EA EJ ELEG ELEV / EL EG EXIST FD FE FF FR FRP F.V. GALV GYPBD HG HDW AIR CONDITIONING ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM ASPHALT ALUMINUM THRESHOLD BOARD BLANKET CONTROL JOINT GEILING GONGRETE MASONRY UNIT COLUMN GONGRETE CONTINUOUS CARPET GERAMIG TILE GENTER LINE DOUBLE DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOWN SPOUT EAGH EXFAN51 ON JOINT ELEGTRIGAL ELEVATION EQUAL EXISTING FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR FIRE RATED FIRE RETARDANT PLYWOOD FIELD VERIFY GALVANIZED GYPSUM BOARD HAND I GAPPED HARD WARE a -NOTE NUMBER 0- WINDOW NUMBER 0- - DOOR NUMBER A-REV15ION NUMBER O- INTERIOR FINISH NUMBER O - EXTERIOR FINISH NUMBER -ROOM NAME - ROOM NUMBER 16,-0" ELEV DATUM POINT TRUSS BR(;. NEW COLUMN GRID NUMBER OR Y HM HOLLOW METAL HVAG HEATING, AIR GONDITIONINO, VENT INFO INFORMATION INSUL INSULATION LAG LAY -IN AGOUSTIGAL CEILING MAS MASONRY MAX MAXIMUM MEGH MEGHAN IGAL MF R / MFR MANUFAGTURER MIN MINIMUM MO MASONRY OPENING MR MIRROR/MOISTURE RESISTANT MT MARBLE THRESHOLD MTL METAL NA NOT APPL I GABLE NI G NOT IN CONTRACT NOM NOM I NAL NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PLYWD PLYWOOD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PT PAINT / PRESSURE TREATED GT QUARRY TILE R RISER/RADIUS REBAR RE I NFORC I NO BAR REF REFERENGE REINF REINFORCE REG'D REQU I RED RO ROUGH OPEN I NO SE3 5PLA5HBLOGK SHLVS SHELVES SIM 51MILAR SPEC, SPEGIFIGATION SS STAINLESS STEEL 5TL STEEL STO R STORAGE PRODUCT APPROVAL &BUILDING INFORMATION FORMS I LIFE SAFETY PLAN PRODUCT TYPE { r 5NIN61N6-5TOREFRONT MANUFACTURER KAWNEER MODEL #/SERIES 3501R FL PRODUCT APPR. NO. MIAMI DADE NOA Oay012a . 01 5LIDIN6 5EGTIONAL/ROLL UP SWINGING -HOLLOW MTL. GEGO IMPERIAL FL 10725.1 OG-0505 . OG r 51NGLE/DOUBLE HUNG HORIZONTAL SLIDER CA5EMENT FIXED -TELLER WINDOW DIEBOLD 234-52 LEVEL 1 05-0524 . 12 MULLION 5KYL 16HT5 OTHER E.I.F.S. �Ya. STO HI -GM v ,s. 07-0104 05 SOFFITS STOREFRONT KAWNEER IR-501 Od-0218 - 07 ALUM. GOMP051TE PANELI REYNOLDS METALS RE'(NOBOND 08-0111 . 04 GURTAINWALL KAWNEER 1600 WALL 51'5TEM 2 10-0406 . 03 �'ri ASPHALT SHIN6LE5 GONG. TILE MONIER VANGUARD ROLL 07-1023 . 07 ROOF HATCH BILGO 5-20 0&-12111.01 51NGLE PLY ROOF FIRESTONE ULTRA PLY 07-0130 . 04 - ROOF VENT5 O'HAOIN GLOAKED VENT M PROFILE Oq-0510 04 rOTHER :rf�� ��� J � � :. �• y 6 : i �t o aw a 1 �.. i t LINTELS INSULATION FOAM OTHER IT 15 THE APPLICANT"S RESPONSIBILITY TO VERIFY THAT 5PEGIFIG PRODUCTS HAVE BEEN INSTALLEDIN ACCORDANCE WITH THE MINIMUM REQUIRED DESIGN PRESSURES FOR THE STRUCTURE. SPECIFIC, COMPLIANCE WILL BE VERIFIED DURING FIELD INSPECTIONS. APPLICANT"5 SIGNATURE: DATE: EXISTING COLUMN GRID NUMBER OR LETTER SUSP SUSPENDED T TREAD TELE TELEPHONE TPD TOILET PAPER DISPENSER TYP TYP I GAL UNO UNLESS NOTED OTHERWISE VGT VINYL COMPOSITION TILE VERT VERTICAL VT VINYL THRESHOLD WG WATER GLOSET ND WOOD WP WATERPROOF WWF WELDED WIRE FABRIC W/ WITH LIFE SAFET\i' LIES END EMERGENCY EXIT (? (31 EXIT 51ON a- � TRAVEL D 15TANGE x' - -) COMMON PATH OF TRAVEL F.E.G. RECESSED FIRE EXTINGUISHER CABINET SURFACE MOUNTED FIRE EXTINOU15HER CABINET RESPONSIBILITY MATRIX - OVERALL T� FURNISHED/ IN5TALLED BY ONNER'5 EQUIPMENT GONTRAGTOR FURNI5HED/ IN5TALLED BY GENERAL_ GONTRAGTOR I (GG) FURNISHED BY OWNER/ INSTALLED BY GENERAL GONTRAGTOR (GG) GOORDINATED BY GENERAL GONTRAGTOR ((5C,) PRE-FAB DRIVE -UP GANOPY (5EE NOTE ci) REFER TO PREFAB CANOPY MATRIX PYLON SIGN (SEE NOTE 10) X YES EXTERIOR BLDG. 51GNAGE (SEE NOTE 4) X YES AWNINGS (WHEN 5HOWN ON ELEVATION5) X YES REMOTE TELLER DRIVE -UP UNITS X YES TELLER WINDOW/ DEAL DRAWER X YES ATM -WALK-UP/ DRIVE -UP (5EE NOTE 5) X YE5 NIGHT DEPOSITORY/ PAGKAGE RECEIVER X YES GASH VAULTS $ SAFE PEP051 T CHESTS X YES MERCHANT AND TELLER LINE COUNTERS X YES TELLER CASH DISPENSERS X YES UNDER COUNTER BANK EQUIPMENT X YES SYSTEMS WALL PARTITIONS X YES FURNITURE X YES GONGIERGE STAND (WHEN SHOWN ON PLAN5) X YES PLASMA TV5 (WHEN SHOWN) X YES EMPLOYEE LOCKERS X YES TELECOMMUNICATIONS X YES DATA PROCESSING X NO 5ECURITY SYSTEM (SEE NOTE 5) REFERENCE RESPONSIBILIY MATRIX ON 5EGURITY DRAWINGS GOPY MACHINE X NO INTERIOR BLDG. 51GNAGE (SEE NOTE 4) X NO TEMPORARY CONSTRUCTION SIGN X YES TOILET ROOM SIGNS AND ALL AGGE55ORIE5 X YE5 MOTORIZED $ MANUAL SHADES X YES CARPET TILE & RESILIENT FLOORING X YES VESTIBULE FLOOR CRATING X YES PORCELAIN TILE FLOORING X YES WOOD FLOORING (SEE NOTE 7) X YES MILLWORK X YES PAINTING � WALL COVERING X YES G2UEIN07 ROPES X YES MIGRONAVE, REFRIGERATOR, TV X YES PERM. GORES/ KEYING (SEE NOTE 6) X NO GHEGK DESKS X YES WASTE CONTAINER (EXT.) X YES UTILITIES AND FIREPROTEGTION SERVICES/ CONTACTS X YES DOOR HARDWARE (SEE NOTE 6) X YES COFFEE CART X YES VACUUM AIR TUBE SYSTEM - DESIGN, FURNISH/INSTALL X VAGUUM AIR TUBE 5Y5TEM - CEILING PENETRATION X NOTES: I. FOR OWNER'S EQUIPMENT GENERAL CONTRACTOR TO PROVIDE REQUIRED OPENING5, ACCESS PANELS, AND ELECTRICAL REQUIREMENTS (INGLUDINO FINAL HOOK-UP). 2. MILLWORK ITEMS. GENERAL GONTRAGTOR TO PROVIDE "BAGK OF STORE" MILLWORK NHICH INCLUDES BASE AND WALL CABINETS, WORK COUNTERS AND SHELVING. 5. ATM UNIT5, ATM BUILDING, ATM SURROUNDS. GENERAL CONTRACTOR TO PROVIDE POKER AND CONDUITS. 4. 51GNAGE TO INCLUDE DIRECTIONAL SIONAGE, AND MAIN BUILDING LETTER 5ET. GENERAL CONTRACTOR TO PROVIDE CONDUIT, ROUGH -IN 4 FINAL ELECTRICAL CONNECTIONS. 5- ELECTRONIC SECURITY SYSTEM INCLUDING ALARM AND GGTV. GENERAL CONTRACTOR TO PROVIDE CONDUITS, POWER, AND PLYWOOD AT PHONE ROOM. 6. FAGILITIES MANAGER TO HIRE LOCAL LOGKSMITH TO REKEY ALL LOOKS AT TURNOVER DATE TO BRANCH PLANNING. 7. WOOD PLANK FLOORING TYPE ND -I. GENERAL GONTRAGTOR TO FURNISH G2UANTITY TAKEOFF INGLUDING 10% ATTIC STOCK. &. EQUIPMENT GONTRAGTOR 15 A SUBCONTRACTOR OF THE OWNER. cl. PRE-FABRIGATED DRIVE -UP GANOPY DRANIN65 ARE INCLUDED IN SET FOR REFERENCE. REFER TO PRE-FA13 CANOPY RESPONSIBILITY MATRIX FOR ITEMS TO BE AGGOMMODATED IN GENERAL CONTRACTORS BASE BID. 10. MONUMENT 516N FOUNDATION/ MA50NRY BY OWNER'S 51ON VENDOR. ELECTRICAL BY GENERAL GONTRAGTOR. PRE-FAB CANOPY RESPONSIBILITY MATRIX ITEM w ddLW L° GHA5E VENDORS o 0 0 <si m� PLANNING/ZONING APPROVALS x BUILDING DEPARTMENT APPROVALS x STAMPED/SIGNED STRUCTURAL DRANIN65 S CALCULATIONS x GEOTEGHNIGAL INVE5TIGATION5/501L5 REPORT x FOUNDATIONS/FOOTINOS - DESIGN x FOUNDATIONS/FOOTINOS - FURNISH/INSTALL x BASE PLATE GROUT - DESION/SPEGIFIGATION x BASE PLATE GROUT - FURNI5H/IN5TALL x ANCHOR BOLTS - FURNISH x ANCHOR BOLTS - INSTALL x CURBS/ISLANDS - DESIGN x GURBS/ISLANDS - FURNISH/INSTALL x ASPHALT/GONGRETE PAVEMENT - DESIGN x ASPHALT/GONGRETE PAVEMENT - FURNISH/INSTALL x 5TRUGTURAL STEEL - DE51ON x STRUCTURAL STEEL - FURNI5HANSTALL x STRUCTURAL STEEL - PAINT STEEL COLUMNS x CANOPY AGM CLADDING - DESIGN x CANOPY AGM GLAT7DING - FURNI5H/IN5TALL x FLASHING BETWEEN BUILDING & CANOPY x LIGHTING - DESIGN x LIGHTING - FURNISH/INSTALL x LIGHTING - FINAL GONNEGTION5 x LANE SIGN - DE51ON x LANE SIGN - FURNISH/INSTALL x LANE51ON - FINAL CONNECTIONS x VAGUUM AIR TUBE SYSTEM -DESIGN x VACUUM AIR TUBE SYSTEM - FURNISH/INSTALL x VAGUUM AIR TUBE SYSTEM - GEILING PENETRATION 4 GASKET x TELLER WINDOW - ROUGH OPENING/PREP x TELLER WINDOW - FURNI5H/IN5TALL x ATM CONDUITS x ATM PWNER x ATM DATA WIRING x ATM UNIT AND SURROUND - FURNI5H/IN57ALL x COORDINATION OF OWNER'S VENDORS ON SITE x NOTES: I- CANOPY VENDOR'S COST NOT TO BE INCLUDED IN GENERAL CONTRACTOR'S BID. 2. FOUNDATION LAYOUT SHOWN ON STRUCTURAL SHEETS IS FOR CONCEPT PURPOSES ONLY. 3. GANOPY 5UBGONTRAGTOR SHALL FURNISH AND INSTALL CANOPY LIGHT FIXTURES- 4- GENERAL GONTRAGTOR SHALL PROVIDE NATERPROOF GONDUIT/HIRING SYSTEM FOR LANE CONTROL SICNACE AS SHOWN ON ELECTRICAL SHEETS. S. CANOPY SIZE, HEIGHT, FA5GIA PROFILE, AND FIN15HE5 SHALL COMPLY WITH ARCHITECTURAL DRAM I NOS. b. SEE CANOPY SPECS FOR ADDITIONAL INFORMATION, GENERAL NOTES I. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INGLUDINO ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES. 2. GEN. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING AND 5EGUENG I NG OF THE WORK. 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF GONSTRUGTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE 5GALE DRAWINGS HAVE PRECEDENCE OVER SMALL 5GALE DRAWINGS. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, INCLUDING SANITARY SEWER, STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DI5GREPANGY AFFECTING NEW GON5TRUGTION PRIOR TO PROGEEDING WITH WORK. 7. GONTRAGTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EQUIPMENT, 5HELVIN6, ACCESSORIES, 51GNAGE, AND OTHER DEVICES REQUIRED. 8. ALL PENETRATIONS SHALL RECEIVE GAULKING TO SEAL ANY TYPE OF ENERGY LOSS. ci. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPL IC ABLE D I MEN5IONS OF FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 10. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL 5UGH INSPECTION5 AND CERTIFICATES OF OGGUPANGY. II. GENERAL CONTRACTOR IS RE5PON51BLE FOR ALL SITE GUT 4 FILL TO ATTAIN FINISH GRADES A5 INDIGATED ON THESE DRAWINGS. GENERAL GONTRAGTOR SHALL INCLUDE THE COST OF ANY TOP501L REQUIRED IN ADDITION TO THAT ON SITE, AT THE TIME OF THE PRE -BID MEETING, IN BASE BID. 12. GENERAL GONTRAGTOR SHALL INCLUDE THE COST OF POWER COMPANY ELECTRICAL TRANSFORMER, PAD, PRIMARY �$ SECONDARY CONDUITS, AND 5ECONDARY GABLING IN BASE BID. 15. SIGNS, EXCEPT AS INDICATED ON CIVIL DRAWINGS AND ADA TOILET ROOM SIGNS, ARE PROVIDED BY OWNER'S SIGN GONTRACTOR. OWNER'S 51ON VENDOR WILL PROVIDE MONUMENT SIGN BASE (GONGRETE, STONE, BRIGK, ETC.) IF PROJECT REOUIRE5 DECORATIVE BASE. SEE SHEET L- I TO VERIFY IF REQU I RED. GENERAL CONTRACTOR TO PROVIDE ROUO H- I N s FINAL CONNECTION. 14. GENERAL CONTRACTOR TO PROVIDE FOUR (4) 30 YARD DUMP5TER5 DURING CHASE RETAIL MOVE -IN. 15. GENERAL CONTRACTOR SHALL PROVIDE ONE SKILLED LABORER FOR ONE WEEK DURING CHASE RETAIL MOVE -IN. (40 HOURS) 16. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OWNER'5 VENDORS ON SITE DURING CONSTRUCTION. REFER TO RESPONSIBILITY MATRIX - SEE TH 15 SHEET. 1-1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT. GENERAL CONTRACTOR SHALL AL50 OBTAIN FINAL SITE ADDRESS. 15. GENERAL CONTRACTOR SHALL PERFORM A TOPOGRAPHIG SURVEY PRIOR TO STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES IN GRADES AS COMPARED TO EXISTING GRADES INDICATED ON CIVIL DRAWINGS. SUBMIT A COPY OF TOPOORAPHIG SURVEY TO ARCHITECT AND INDICATE ANY DISCREPANCIES ON SURVEY PRIOR TO COMMENCING EARTHWORK. CANOPY NOTES A. FOUNDATIONS 1. CANOPY SUPPLIER TO PROVIDE FOUNDATION DESIGNS TO ARGHITEGT. ARGHITEGT TD UPDATE DRAW I NG5 AGGORD I NOLY. 2. GENERAL CONTRACTOR TO PROVIDE FOUNDATIONS, INCLUDING BASE PLATE GROUTING, BASED ON DRAW I NG5 FROM ARCHITECT. B. CANOPY L I GHT I NCB I. CANOPY SUPPLIER TO PROVIDE ALL CANOPY LIGHTING. 2. GENERAL CONTRACTOR TO PROVIDE ALL LIGHTING CONDUIT, WIRING, AND FINAL CONNECTIONS. C. CANOPY DOWNSPOUTS 1. CANOPY SUPPLIER TO PROVIDE ALL INTERNAL CANOPY DOWNSPOUTS. 2. GENERAL CONTRAGTOR TO PROVIDE STORMWATER SYSTEM AND CONNECTIONS TO CANOPY DOWNSPOUTS. D. 51GNAGE I. CANOPY SUPPLIER TO PROVIDE ALL PENETRATIONS FOR GANOPY SIGNAGE. 2. GENERAL CONTRACTOR TO PROVIDE SIGN CONDUIT AND WIRING, FINAL CONNECTIONS BY OWNER 516N VENDOR. E. SECURITY I- CANOPY SUPPLIER TO PROVIDE ALL PENETRATIONS FOR CANOPY SECURITY. 2. GENERAL CONTRACTOR TO PROVIDE 5EGUiRITI' CONDUIT, WIRING, INSTALL OWNER FURNISHED DEVICES, AND PROVIDE FINAL CONNECTIONS. F. PAINTING I. FINAL PAINTING OF COLUMNS BY GENERAL GONTRAGTOR. c cm to v C m c4 m � LL N d J_ H > C4 Q `4 LO co ca are W I- � CV U_ r 2 -a C cc -0 @ `o uJ U_ [If m M 0 - w n u. E Q _ U M O E o w ~a Y_ U) Ln U) 0 0 Z Q J J `0 z = 0 0 0 w N N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO. DATE: REMARKS: REVISIONS: DRAWING TM E: LIFE SAFETY PLANS AND NOTES PROJECTNO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUNDER: -r, , �;�F , I - - � 0 ,. A LED LIOH A6. FIXT'S (5 E ELEG.) - YP. 2 -b -4II 7 -4II LOP 411011 ROOF BELOW HIGH ROOF ABOVE (TYP.) SYMBOL LEGEND IOIA DOOR SYMBOL, F.E.G. RECESSED FIRE SEE SHEET Ab.1 EXTINGUISHER CABINET OWINDOW SYMBOL, SEE SHEET Ab.2 F.E. SURFACE MOUNTED PARTITION TYPE FIRE EXTINOUI5HER CABINET 2'-011 / = DES GNATIDN F.D. FLOOR DRAIN P `.,. , , , kk' - I I SIM. -011 ol I'-4 2 _411 4'-O" 201-0II PLENUM ABV. I I I a'-O II VETIBULE GYP. BD. ALUM. CEILING BELOW I CANOPY, 2 3 A6 3 PROVIDE SOUND A. TMP• ATTENUATION IN LU Lu I TOILET RM. WALLS pzII ------------------ \ / (5) LED LIGHT xt FIXTURES (SEE GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE FROM FACE OF STUD TO FAGS OF STUD UNLE-55 OTHERWISE NOTED. 2. SEE SHEET A-7.4 FOR PARTITION TYPE5. 3. REFER TO CIVIL PLAN FOR NORTH ORIENTATION �rLtA'Dt7 Z 3 BLOGK Ab 4 51M. (TYP.) I ELEG. DWGSJ CONCRETE MEN E WOMEN I 3 MOUNTED ON SIDEWALK, I 114 .� 1 I5 A7.1 O O z A � I cv GONT. ALUM. SEE CIVIL O m N a_ Q V I N PLATE PER DTL. DWGS b'- 3/ k 7'-b 7/8" �q (3-1 10 ON SHT. A6.8 � s \ H (TYPJ a I F.D. 211 21- `' I 11 I -� N O m G - a? FILE ROOM 5" 4'-41/211 I j I GLEAR:' A H CHASE 51ON RAILING- OUTER NALL. • - - -- -- FOR LOCATION • . - '-411 -411 w; 4" I AND SIZE14 _ _ - u <r CORRIDOR ILZ 6 r Z2x2 GRID m 113A 4 �r E.W.G. II� O Al. s I1 1211 E OVER ATM = H IL - ROOM Q 2 N in F.E.C. G� m O y" EXP. BELOW m = A6.1 2 = JT. _ to O fi , o I I m 1 tV • E - e t - � - r NN ALIGN 2-0 -----Z V lip"LINE OF _ I- i (TYP.) \ m O SOFFIT 5 A� I 4 r- + PRINTER 2 -al" 14 _ - - - - - 2 I I ABOVENN I 112 O As.l - 4' O'I -1'-411 4'-O" CAST STONE GAP = I I LOUNGE I _ BELow (TYP.) _ III I A 2 b" LONG ALUM. T5 (3x2xl/4"-MILL FINISH ROOF 3'-q i 2'� 2'- WELDED END5) W/ 4 BELOW �_ FASTENERS PER PE 2 I I ROOF 4" LONG ALUM. TS B I f ON SHT. A6.b (Tf .)A (3x2xl/4"-MILL FINISH 4A4.2 DRAI WELDED ENDS) W/ 2 m I 4 <r 4" LONG ALUM. T5 (3x2x1/4"-MILL FASTENERS PER DTL. a FIN15H $ WELDED END5) W/ 2 ON SHT. A6.8 (TYP.) STAINLESS i t� 0 w A_ FASTENERS PER DTL. a ON SHT. Ab.b STEEL JANITQkR- ` a``f I A4.1 _7b'-O" 16'-0" M.O. 2'-0" 10 GENTER WALL ON STOREFRONT MULLION O � GONFERENGE - 4 A�f .4 � A 12'-0 5/I6" POWER/ DATA ti 5'-10 1/2" FLOOR BOX z LU z tu elk SEE ELEG. u> D MILLWORK DRAWING =, z ` PARTITIONS SEE s = z DETAIL 3/A-7.5 = ! v v _ IWO L I NE OF 3G�REGE!55ED DOOR SOFFIT A� s CLOSER/SPINDLE ABOVE LOCATED IN SLAB CENTER GLASS / -4 211 WOOD PARTITION IN SOFFIT BGM 3� 11a I I A7.s RK LINE OF I PARTITIONS 5EE SOFFIT DETAIL 3 / A7-5 ABOVE cv . A � m SCALE BACK I10 yr SPLASH PLAN AT TOWER PLENUM 14„_1,0„ 2 r 112 aI, F V D TA 4 6 _.._.._.... _ ., I� � � 5URFAGE DISCHARGE D.S. SEE CANOPY - Ab 3 OP B AWIN # HA a'-o" I Y -4 f/ I b' 5 1/8" �'-7 I/211 DR GS OPTION 1), TYP. AT ALL COLUMNS cN s ?EE CANOPY CONTROL JOINT5 AT >WG5. FOR OF COLUMN.UJ O A5.1 I r ,ANOPY ISOLATION JOINT AT < N _- . DATA I A7.4 >TRUGTURE GOL. BASES. TYP. 2 LU - I 10Q PROVIDE 4' x b' AND DETAILS ALL ISLANDS Ab5 - D A p A A I x 3/4'' THK FIRE ELEGTRIGAL RETARDANT 1 PLYWOOD OVER F_ m >n: � "x _ - GYP BD IN DATA ROOM 6.5 �Q �11 Z11 - - - - - - A I It SEE IB(3 �f'`�L5 O O = O I O 00- O O = 9 B I z I / I O IA 5"xb'Ix6" PVC, PULL O C.G. TO I I `/ sl I �� rt A7.2 LUA7.2 30X / GASKET El d PROVIDE - I ! I // n I A _ q OPLUS++ W/ TOP I I p UNDERGROUND m O I ( I Q q m )F G NG. ISLAND ELECTRICAL AT I '�tu 0 THIS ISLAND N 3 I I O l I Al TELLER LINE I I N z FOR FUTURE )UTL NE OF I I O ATM AS O _ A4.z I - I Al.l ��� \TM I I I INDICATED IN I I I s SEE G/ A-7.2 FOR I I Q ABGM �- I TELLER LINE PLAN O ?"xl�"x61 PVG PULL I VA - �E�1J� 30X /GASKET I I L 6 0 l 51 M r N I I O OP FLUSH W/ TOP As -I th A5_1 O I �'-10 3/8" 15'-2 )F GpNG. 15LAND ( T 2 BOLLARD HEIGHT O N _ Ab 4 I I I �'-4 I/2" 4 /b" >_"x4'I PVC, TO BE 54" FROM 1 t `' JUNCTION BOX TOP OF GONG. SEE BOLLARD �" 7' I I DRIVE -UP TE LER I FINISHED DIM. _LU5 W/ TOP OF ISLAND (TYP) DETAIL 4/A5.1 I IOl I =JA 14'-611 -,ON C . 15LAND O O (SIMILAR), TYP. O O N I I I F.E.G. LINE OF 5OFF1 ABOVE - - - - - I m I B I , D I �? z0 676 1/8'I II - 6 -4 GLEAR fL m I LU D.S. 5EE GANOPI' ---------� DRAWINGS, TYP QILU LINE OF 2 j GANOPY A6.s K � -{ � ABOVE (j C/ (} 1_O 11 21_/ II Cl (f 1-011 q 11 CURB C/ 5 II �'-loll 12'-roll ill -loll (VERIFY W/ CANOPY (VERIFY W/ GANOPY (VERIFY W/ CANOPY SHOP DRAWINGS) SHOP DRAWIN65) SHOP DRAWINGS) 23'-O" Q ■ RECESSED DOOR GLOSER/SPINDLE LOCATED IN SLAB LOBB1r 103 32'-4 1/2" CENTERLINE OF SPINDLE 11 15'-4" M.O. I 51M. A6 e 23'-3 11/I6" 23'-I 13/I6" CENTERLINE OF SPINDLE COMFORT ZONE 104 POWER/ DATA FLOOR BOX SEE ELEG. DRAWINGS rL 4Q'-3 1 /b" 15� ROOF OVERFLOW LEADER AND POWER/ DATA A/G CONDENSATE LINE IN (L FLOOR BOX GHASE WALL (5EE PLUMBING) SEE ELEG. DRAWINGS SPLASH BLOGK FOR OVERFLOW NOZZLE (5EE -7 PLUMBING DW65. � SIM./OPP. HAND A8. I i f F l It Un MN C+'3 LL N cd m a� w a) M m N Q N N 1n CO w � 0 B A Cn N U r 0- .2 - c a o >� LUm Uj U W I II 11 2' II II 2 L I-4 7-4 2-O 2-O E U U ¢ � m C CO 0 E M w F- M y C C I Ab.5 0 O � N J - r- s I In - (n cn 4 O � m 2 Y If) I I I A8 I 1 Ab.l I I S IM. z Q (/) ABOVE I J rn I II O I I = 10 o II U OLU O I A0.1 I N N N I I VE5TIBULEI I 4 O A6.3 - r• SIM A6.3 O 161-0" M.O. 65'-411 I -78'-011 A4. - - - -- IIYl.n i, 1 ildll.lJ .I dl.r 11 .. I I I 1 11 1 1 1 1 1 1 11 J I�.... 01 2 101 IOIA A4.I i I I I I I I I 1 1 1 A5.1 Florida Business license #: AAC001619 5 I A7.2 Registered Architect: Kenneth Cowart I , I I I Q I This drawing is the property of Associated Space FEG I Design, Inc. and is not to be reproduced or copied in t QI I I whole or in part. It is not to be used on any other project = I and is to be returned est. Scales ned upon requ as stated A8. I ATM O - I herein are for reference only as normal reproduction I2 � vv, ...•• s r I processes may alter the accuracy of original drawings. r - Associated Space Design, Inc. 2006 I 2 ` dJ o I 1 m 102A c� A% - �a z X d O 2 O dJ I t Q Ab 3 PLAN T O PLATFORM ABOVE 3 I�C) NO:DAIS: REMKS AR: REVISIONS: 6 DRAWING T= FLOOR PLAN PROJECT NO.: ISSUE DATE: 2'-0" 2'-011 v LP JI 50568.1.2 07.15.2011 DRAWN BY: CBECKED BY: B A kc. kc. S BEET NUN BER Al ml S C ALE FLOOR PLAN 1/4"= F-0" i� � - II iir� � : _I -- L_ -. _ _L _-- I ! l _ _-�_ I I. 9_. -_-l_ V_ III _ Lf7!IPI 16 I �.I' II �_ I!'JI�1P11LrJY191!'_IIE' i II I}.:C'�I11_IIIII I, '_I._� I _11_ '.1_' _ --- '-- - - -- - -- - - - -- - - - - - - - - _ILL' IL _ I PAINTS WALL COVERING WINDOW TREATMENTS WT-6 DRIVE -UP SHADES: DRIVE -UP WINDOW "GL05ED" GPT 3 GARPET: FLOATING COMFORT ZONE ONLY LIN-1 LINOLEUM: RE5TROOMS / LOUNOE FLOOR TRANSITIONS STRIPS: PT-1 PAINT: INTERIOR WALL, DOOR � FRAME SURFACES y,/C_1 APPLIGATION: ATM WALL IN ENTRY VESTIBULE WT 1 APPLICATION: MOTORIZED SHADES AT LOBBY SHADE MANUFACTURER: INSIDE OUTFITTERS MANUFACTURER: INTERFAGEFLOR, LLG MANUFACTURER: ARMSTRONG FTS TRANSITION STRIP: AT MATERIAL o ca MANUFACTURER: BENJAMIN MOORE DESCRIPTION: TYPE II VINYL WALLGOVERINO GONFERENGE ROOM AREAS. MANUAL SHADE PRODUCT: PLUS GRAPHIC OCR (OPAQUE GLUTGH PRODUCT: TO 5GALE PRODUCT: MARMORETTE - NATUREGOTE TRANSITION AREAS, m N PRODUCT: AURA WATERBORNEW/CUSTOM GI --LASE SILK SCREEN W/48 WIDE AT LOUNGE (AS REQ'D PER. PROJECT) R INTERIOR PAINT ROLLER SHADE) PRODUCT NO.: 1465202500 PRODUCT NO.: LP045 SEE DETAILS ON SHEET A1.2 FOP, � C`''„ COLOR: AG-5 "5PRIN6FIELD TAN" PATTERN REPEAT PRINTED W/WATER BASED INKS MANUFACTURER: INSIDE OUTFITTERS COLOR: WHITE VINYL W/"GL05ED" CENTERED ON COLOR: 7764 "CONTOUR" GOLOR: "PARGHMENT BEIGE" APPLICATIONS 11 "' FINISH: EGGSHELL FINISH 524 (WALLS) AND INSTALLED W/WATER BASED ADHESIVES PRODUCT: SHEER WEAVE 2000 BOTH SIDES SIZE: 50GM TILE SIZE: SHEETS MANUFACTURER: CERAMIC TOOL COMPANY fl- SATIN FIN15H 526 (DOORS $ FRAMES) MANUFACTURER: LSI WALLGOVERING COLOR: WHITE PLATINUM TYPICAL SIZE. 65" X 36" EACH (TYPIGAL OF 2) BARKING: GLASBAG CONTACT: LOCAL DISTRIBUTOR OR JOHNSONITE H LL PT-2 PAINT: INTERIOR WALL SURFACES (ARGENT WALL PRODUCT: 'SECOND LOOK' REGYGLED OPENNESS FACTOR: 5% FURNISHED BY: GENERAL GONTRAGTOR FURNISHED BY: G.G. (INGL. IOgo ATTIC STOCK) COLOR: SEE DETAILS O GR-1 WALK OFF GRATE: AT ENTRANCE VESTIBULES WALLCOVERING WIDTH: SEAMLESS UP TO CO" INSTALLED BY: VENDOR GONTAGT: VICTORIA DEVUONO - (312)-755-2101 PART NUMBERS PER DETAILS � coD MANUFACTURER: NUWAY � BEHIND TELLER LINE) c cN PRODUCT NO.: A5L-DLG51268 POWER: 120V / 60Hz / I.IR / 125W CONTACT: DENNIS HOPPER - (800J 742-3372 NOTE: INSTALL TILES IN SAME DIRECTION G.G. TO PURGHASE FROM: CERAMIC TOOL a� cv MANUFACTURER: BENJAMIN MOORS ® STYLE: REVERSIBLE FOOT GRILLE (CLOSED > VENDOR: D.L. COUGH BRACKET COLOR: ALUMINUM TO MATCH (PERPENDICULAR TO ENTRANCE DOORS WALL. COMPANY (800) 236-5230 OR Q � PRODUCT: AURA WATERBORNE INTERIOR PAINT GONSTRUGTION) N GONTAGT: KIM KOOER - (800) 433-07�f0 X1008 STOREFRONT FLOORING DO NOT QUARTER TURN TILES) JOHNSONITE (800) B�iG-8�i16 DOLOR: TO MATCH SHERWIN WILLIAMS SW-6356 SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFO. FURNISHED BY: GENERAL GONTRAGTOR COLOR: CHARCOAL WIPER STRIPS �n 00 COPPER MOUNTAIN" INSTALLED BY: VENDOR CPT-1 GARPET: SALES ZONE, FILE $ PRINTER ROOMS O.G. TO PURCHASE FROM: WALL BASE (a°0 FORMULA: (Y3 2X 30.75) / (WI IX 15.25) / (52 MANUFAGTURER: INTERFAGEFLOR, LLG GPT4 CARPET: TELLER LINE, ABGM 4 DRIVE -UP GONTAGT: MATS, ING, DAVID GASSADI' w WG2 APPLICATION: SOFFIT ABOVE TELLER LINE GONTAGT: DENNI5 HOFFER - (500) 742-3572 PRODUCT: MEDITATIONS 20 TELLER PHONE: (800) 628-7462 EXT 244 WB 1 WALL BASE: TYPIGAL THROUGHOUT 3X 28) (R3 14) / (RI 4X 8) O DESCRIPTION: TYPE 11 VINYL WALLGOVERING FAX - (614) 7G8-3511 PRODUCT NO.: IG)'5002500 PRODUCT: SAME AS CARPET GPT-I BUT MANUFAGTURER. JOHN50NITE FINISH: EGGSHELL FINISH 524 (INSTALL WITH WIPER STRIPS PARALLEL WITH U T W/CUSTOM CHASE SILK SCREEN W/24" ROLL = 3 NOTES: EACH BANK OF WINDOWS WILL BE COLOR: 17660Cf "MOCHA" APPLIED TO INTERFAGE'S GUSHIONBAG PLUS PRODUCT: 'TIGHTLOCK' WALL BASE a WIRED TO A CONTROL UNIT IN THE DATA SIZE: 5OGM TILE (ANTI -FATIGUE CUSHION) ENTRANCE DOORS WALL) MATERIAL: VINYL (TGBR) PT-3 NOT USED ROW PATTERN REPEAT PRINTED W/WATER BASED FRAME: SGHLUTER INKS AND INSTALLED W/WATER BASED ADHESIVES ROOM. A SINGLE WIRELESS REMOTE CONTROL BACKING: &LASBAG FINISH: ALUMINUM DOLOR: #40 BLACK CD MANUFAGTURER: LSI WALLGOVERING WILL BE PLACED IN THE BM'5 OFFICE (LOUNGE FURNISHED BY: G.G. (INCLUDING 10% ATTIC STOCK) PROFILE: 4-1/2" STRAIGHT (TOELESS) o PT-4 PAINT: INTERIOR WALL SURFACES (ARGENT PAINT WD-1 WOOD FLOORING: IN FRONT OF TELLER LINE CT 1 PORGELAIN TILE: LOBBY AREAS PRODUGT:SECOND LOOK' REGYGLED SHADES WILL BE MANUAL). SHADES WILL BE GONTAGT: VICTORIA DEVUONO CONTACT LOCAL DISTRIBUTOR > USED W/CHASE WALL COVERING) MANUFAGTURER: GAMMAPAR MANUFAGTURER: MARAZZI TILE, ING. T WALLGOYERING PROGRAMMED WITH PRE-SET UPPER AND PHONE: (312) 755-2101 PRODUCT: SIERRA MADRE, GLAZED PORGELAIN TILE MANUFAGTURER: BENJAMIN MOORS PRODUCT: CHASE WOOD FLOORING v PRODUCT NO.: ASL-DLG310150 LOWER STOPPING POINTS SO ALL SHADES NOTE: INSTALL TILES IN SAME DIRECTION (PARALLEL PLASTIC LAMINATE F pRODUGT: AURA WATERBORNE INTERIOR PAINT WOOD SPECIES: MAPLE GOLOR: "SONORA" U o VENDOR: D.L. COUGH WILL GO UP AND DOWN AT THE SAME TIME TO O o COLOR: HG-811 "OLD GLORY" WITH TELLER LINE. DO NOT QUARTER TURN TILES) COLOR: CUSTOM WALNUT MEDIUM 5PIGE PL-1 APPLICATION: MILLWORK WORK w Cn GONTAGT: KIM KOGER - (800) 433-07G0 X1008 THE SAME STOPPING POINT (THE LOWEST A SIZE: 18" x 18" x 3/8" TILES F— U FINISH: EGGSHELL FINISH 524 FINISH: PEDESTRIAN URETHANE SURFACES. HORIZONTAL SURFAGES AT - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFO. SHADE GAN GO IS 4' A.F.F. CPT-2 REGYGLED TIRE TILE: ENTRY VESTIBULE GROUT: GU5TOM BUILDING PRODUCTS #101 QUARTZ iLo MANUFAGTURER: MATS, ING. SIZE: 4" WIDE X RANDOM LENGTHS (12' - 47") POLYBLEND SANDED, WATER BASED. APPLY TILELAB TELLERLINE OR GSG's U PT 5 PAINT: INTERIOR DRYWALL GEILINCCS PRODUCT: REGYGLED RUBBER MODULAR TILE THICKNESS: 3/z>" SEALANT MANUFAGTURER: WILSONART Q a, MANUFAGTURER: BENJAMIN MOORS WINDOW SILL WT4 APPLICATION: BLOCK VIEW IN BOTH, INT. & cn SIZE: 12 x 12 x 3/8 ADHESIVE: NYDREE UP-28 GROUT JOINT: EQUAL PRODUCT #: 4882-38 (OILED PRODUCT: AURA WATERBORNE INTERIOR PAINT EXT. APPS. FURNISHED BY: O.G. (INCLUDING 10% ATTIC SOAPSTONE') m m COLOR: NTRM READY MIXED COLORS "SUPER WS-1 WINDOW SILL: TYPIGAL THROUGHOUT MANUFAGTURER: LLUMAR FURNISHED BY: G.G. (INCLUDING 10% ATTIC 5TOGK) FURNISHED BY: O.G. (INCLUDING IOgb ATTIC STOCK) FINISH- TEXTURED 0 E U WHITE" � MANUFAGTURER: DUPONT PRODUCT: NRM F52 GONTAGT: DAVID GASSADY - (800) 628-7462 STOCK) GONTAGT: JEFF AI GHELE of W a X244 GONTAGT: DEANNA JANNE-' - (434) 455- PHONE: g72.725.3165 (0) 404.21c(.g415 (G) PL-2 APPLICATION: VERTICAL SURFACES AT w F- a FINISH: EGGSHELL FINISH 524 PRODUCT: GORIAN COLOR: FROSTED, 6�190 TRANSMITTANCE 844G X440 TELLERLINE AND G5G's PANELS AT BGM z m DOLOR: SAGEBRUSH GONTAGT: LISA BOAZ - (888) 257-5470 INSTALLATION NOTE: INSTALL TILES IN RUNNING BOND PATTERN PARALLEL TO FRONT OF BUILDING. EMAIL: DJANNEY(gN1'DREE.GOM SC SEALED GONGRETE SUPPLIED AT ATM ROOM / MANUFAGTURER: WILSONART — PT 6 NOT USED FINISH: GLOSS LADDER / DATA / ELECTRI GAL / JANITOR'S CLOSET PRODUCT #: 7Cf35-07 ('SHAKER GHERRY') Qcc SIZE: MINIMUM THICKNESS OF I/2" INSTALLER TO REVIEW TILES PRIOR TO FINISH: TEXTURED INSTALLATION $ LAY TILES OUT SO THE COLOR FINISH LEGEND SCALE 3 FTS S - GARPET TO LINOLEUM GTG-EDGE (DARK BRONZE) GRATE WITj [TILE. RUBBER TILE GPT-2 FRAME /4 PORCELAIN GT-I FTS 1 - CRATING TO TILE/GPT FTS 6 - TILE TO SEALED 3LAG =TE FTS 8 - GARPET TO SEALED GONGRETE FLOOR TRANSITION STRIP DETAILS SCALE 2 N.T.S. O OI 10 OI 10 0 5 0 O 0 0 0 0 O 0 O O O 0 II II NOTES: ICI I. APPLY 5/4" x 4' x 8' HIGH DRIGON FIRE TREATED 3slllif!f$tif�`�j 1i's�ii;i�i s OD O GYP. BOARD WALL SURFACE ON - :. THREE WALLS IN DATA ROOM IOa - SEE PLAN. PAINT PLYWD. PT -I LEAVING ONE (MIN.) FIRE -RATING LABEL EXPOSED OR AS REOV BY o ; LOCAL FIRE OFFICIAL. MEN ; ' :WOMEN " ti 2. PROVIDE FULL HEI&HT PPANELS AT ALL HALLS IN LADDER ROOM I _ ® x CONFERENCE 3. RUN WALLS UP TO ROOF DECK IN LADDER L -1 LIN-1 118 ROOM 117. F.D. F.Q. CPT-1 4. PAINT ALL WALLS PT -I, UNLESS OTHERWISE NOTED FILE ROOM }: 5. ALL WALLS TO RECEIVE NB -I, UNLESS OTHERWISE NOTED . I I I 1 _ —CAI . . % 1 ` I I - x NTr,01 1 IIP;SII I11 1 1 . 1 1 1111 1 1 M M r� CPT-1 ' FINISHES. ` 7. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING 5 • k . SG SHEETS 8. ALL INTERIOR DIFFUSERS REGISTERS t LOUVERS fM PAINTED TO MATGH ADJACENT �� 5URFAGE. REVIEW WITH ARGHITEGT PRIOR TO W �::_: CPT 1 PAINTINGtn 0 FTS-8 FTS-5 Y GORRIDOR v '� FTS-5 13 Z Q `'� .. .... ......-.$ ,.. ...e.-..�.................... w5 W;.'.r ex � .e•. -'.:b� ., w3�. 4...tv:+ ..S'-:n n.•..-i,... "':; ti r ...: GLASS PARTITION __. ... F � �, J O SEE SHEET A7.5 FOR FINISHES AND ` r I COLORS v '�� '- L) O PRINTER r 31'-a I/�" +/- F.V. \\V I ° W w A PT-5 _L I HGM PORGELAI N TILE .T ,4 \. \� w :-�: N N BOTTOM OF I 119 SOFFIT I CPT 1 CPT-1 LOUNGE III I I JOHNSONITE LIN-1 I I SUBFLOOR SUBFLOOR It LEVELER I. FTS-4 I 4 LEVELER I SYSTEM AS SYSTEM AS REG. I REQU I RED FOR TRANSITION B/W GPT-1 AND —_ ;ry I GPT-4 p :. . .. FTS 1 ... •• :.�... � �� �� � jai � I I ......I}Q.: ' ..:.. ..... ..'. .......... ?-- s` ...... ...... .5 . PT=•ll: E.AVE 'ONE• . . ............... .... '.:.: . . HEADER SC.:.� . ' . .. ABOVE- ' . .......':. :.....:.....:...:..:...._ ._ s FAINT BOTTOM PT-4. PAINT L?�cLM... ::.::: ... TELLER SIDE :10....... ........... .. PT- ::::::: 1-6-4.:........ :::. �C ....... . _ 1 � � F 1 .................:.•. . HALL WALL ........... ion : ............ ....... ..... .. GOVERING- : : :::.....: NC,-2 AT :.:....:...:.....::.::.... �I FRONT PAGE, ::.......:.................. I I`l; STARTS FROM 21 BOTTOM III 9; EDOE WC-2 i WD-1 / I PT-2 I I I TELLER LINE PTA ABGM I 106 I GPT-4 � i ! II L! 7 D/U TELLER CPT-4 107 CPT 4 �I a I PT-2 FTS-1 Y 111 MIN JOHN50NITE SUBFLOOR LEVELER — — — — — — BOTTOM OF SYSTEM AS REG. SOFFIT I I I ! u-� START & ALION TILE WITH CORNER OF BGM WALL CPT-1 JOHNSONITE G/L O SPINDLE SUBFLOOR LEVELER TO E OF TILE 5Y5TEM AS REG.- FTS-2 ALIGN OD FLOORING HITH WT-4 BOTH SIDES OF LOWER STOREFRONT FTS-7 ) FULL \ � \ \\I \`, TILE GOMFORT ZONE - �v 04 ATM. ROO FULL TILE FTS-3 J f _., ..1 ( J. FTS-2 ..... m F JOHNSONITE ALION TILE WITH *''" k CORNER OF ; 5UBFLOOR LEVELER i I ! 3 FTS-2 5YSTEM AS REQ. DRYWALL RETURN �'§ L AT DOOR LOBBY 103 CPT-1 FLOOR FINISH PLAN lorida Business license #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 — JI NO: DATE: REMARKS: REVISIONS: DRAWING TU1E: FLOOR FINISH PLAN 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. SHEET NUNDER Alm2 S C ALE A 1/4"= 1'-0" I I I I I is Mil JI1, 1 I101111lillkll III' Ip"11,111P III 1,TI "11 IY 0f__ O 5 DRI VI=-THRU LANE i I �-. _ ---- ---- -! --- --- 1--- ATM B.E. v: 0 DRI VE-THRU 0 j LANE C G I ! VAT TUBE D.E. I I ' 1 0 0 1 I C FRP SURFACE FROM FLOOR TO 42" AFF ON MOP SINK WALLS (MAINTAINING STAINLESS STEEL BAGK5PLA5H) DRIVE-THRU LANE EQUIPMENT SCHEDULE GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING ITEMS TO BE DELIVERED TO THE BANKING GENTER AT TIME OF SUBSTANTIAL GOMPI_ETION: GTl` DESCRIPTION MANUFACTURER PRODUCT # CONTACT PHONE CELL EMAIL 6 OUEUING ROPES - 8814 1,I/ 7.5 FT BELT TENSABARRIER 88G KEITH GARPENTIER 631-415-5264 631-2611-3g53 kccirpentler@ Iok-encemeto Isom 2 QUEUING ROPES - 88q w/o BELT TENSABARRIER 88q KEITH GARPENTIER 631-415-5264 b31-2q1-50I53 kcorpent(er@ 1 ciNrencemeto I .com 2 VERTICAL 51GN FRAME TENSABARRIER KEITH GARPENTIER 631-415-5264 b51-2qI-5g53 kcarpentier@ lawrencemeto I .com I REFRIGERATOR GE (OR EQUAL) 57517JBk^BB I MICROWAVE OVEN GE (OR ED) JES145IDN5D I I0i" TV/DVD PLAYER COMBO INSIGNIA (OR ED) NS-LDVDlgO-IOA I EXTERIOR WASTE CONTAINER GZONE3550BLDMA TRASHGANDEPOT.GOM rL FOR PONER/DATA OUTLETS SHOULD BE 12" FROM PANEL RUN AND 10" A.F.F. ON WALL BEHIND DESK (TYP) >_0 OE OE ;f.l CONFERENCE MEN f' t# '' � 114 0 l 1I I III I �� I , OE OE 1 FILE ROOM I I6 OE F.E. GAB. LOUNGE TV/D III PLAYER ;GOMBO ABOVE SPIN UP BOA BY OWNER SE OE DETAIL 5/A . FOR INTER R DETAILS i U.G. REF. MIGRO. OVEN - I' OE JANIT 110 ELECTRICAL 108 AHD B.E. ` B.E. I I i I {II I I I � { 1 ! 1 i 111 f` VAT B.E. .E. II EA L DRWR. DN TELLER Ili 1 0 B.E.- PK_C. CORRIDOR GLASS PARTITIONS W 113 GENERAL CONTRA(: 'TOR SEE SHEET A-7.5 I SYMBOL LEGEND B.E. BANK EOU I PMENT: SUPPLIED � INSTALLED BY BANK EOU I PMENT SUPPLIER (N.I .G.) - REOUIRED OPENINGS, ELECTRICAL POWER, AND CAULKING BY G.G. O.E. OFFICE EQU I PMENT: SUPPLIED INSTALLED BY CHASE BANK (N.I.G.) I OE OE OE 1 it 3 ' 3 I SGGR # SGGR #2 SGGR #1 I —71 iEl I i 11 j 1. 11El I 1 _ i AL 1 GNFI ALIGN GENTERLINE OF FURNITURE PANEL TO CENTERLINE OF WALL THICKNESS. COORDINATE KITH ELEC. 5HT5. FOR POWER INFORMATION. ry. _ ���F II O.E. oD $GM OE ;- O.E . a, - PRINTER 0 1 1! 112 OE 10 SGGR # I i T Il PIN UP BARD BY OWNER__. - - - - -- -- -- SEE DETIL A-- G/L FOR POWER/DATA OUTLETS SHOULD BE (� 12" FROM PANEL RUN AND 10" A.F.F. ON NALL BEHIND DESK N " 41) � 1 t'V j t� s - e OE , �f , OE OE I ! GHEGK D5K , ! I I !l I 1 IE GGR #2 GGR #1 13 I ill I i { i 1 I 2/AALIGN ALIGNI- f O.E. I '` I " AGGE551BLE - �, TELLER �) I I WINDOW I 1 DATA 1 ,I �I I' Ii I ' GASH { 4 VAULT LL B.E. 1 ' IL OE / Lt_ o, 1- ABGM TELLER LINE: 106 fi �^ 10� 1 v I I ,4 5 -O MIN. GLR. DIM. F.E. GAB. O MERCHANT i I TELLER O Cl )) A- OO�� SEE SECTION I/A7.5 FOR HEIGHT — GLASS PARTITIONS BY GENERAL CONTRACTOR LOBBY �SIOILE I SEE SHEET A7.5 103 NOTE: FURNITURE I$ BANKING FIXTURES I I 1 --- - ARE PROVIDED AND INSTALLED BY ONNER5 FURNITURE VENDOR - °. ADA GOHFL I ANT 1 SHONN HERE FOR INFORMATION ONLY QUEUING GHEGK E5K ROPES----J ALIGN GENTERLINE OF FURNITURE - PANEL TO GENTERLINE OF NINDON FRAME. COORDINATE WITH ELEC. SHTS. FOR POWER INFORMATION, I I I I I I I I LI I _ J SEE SECTION 3/A7.2 FOR PENDANT HEIGHTS - SEE REFLECTED CEILING PLAN FOR ADDITIONAL FIXTURE INFORMATION (TYP.) � iil I I F— GOMFORT ZONE O i f l 11 104 ��il I GAB '' o GOFFE 0 0 ' ATM ROO CART ATM'- / B.E. r; L— OF OE x 3 � l �illll_� � � iIi1�10 rfi E ,11 OE OE i I GGR #4 GGR #5 OD a'-5 11 /7'-3 11 FOR POWER/DATA OUTLETS SHOULD BE 12" FROM PANEL RUN AND 10" A.F.F. ON WALL BEHIND DESK (TYP) EXTERIOR WASTE CONTAINER cn U_ a CD W F— U W z U Q CIO o W Z Ln C0 a� co� co CV M J CC11 LL CV 6 a ca J- H 0 co C N > ry aCj - C N co m °0 w �- 0 v U W Q � W Ul W 0 Q U) J W J Z = o - o 2 Ir W UJ N N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWATG TALE: FURNITURE PLAN PROJECINO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY: kc. kc. FURNITURE PLAN SCALE 0" SHEET NUNMEP- A1.3 1_L ' __ I 1_I — 11 1 I I _ I - _ I l__t r I _ A llt1L['"I !1Y it LL _f i _'I I I I II GONTINUOU5 PREFINISHED METAL METAL VENT F GUTTER 3 .t•O .+. f• •+ •• •• 'y RAIN LEADER 9 AND DOWN I r DIRECT APPLIED SPOUT r i1 �• , I I AGRI'LIG FINISH I I SYSTEM W 1 TH _ CONTROL JOINTS .. GONTI NUOUS { ' • ' AT 13' (MAX) METAL II : APART- EQUALLY VENT 5PAGED FROM . I CORNERS _ PREFINISHED METAL I GUTTER I ' I SEE DETAIL 3/A2.0 FOR SEE DETAIL JO I NT ,. _; 3/A2.0 FOR DETAIL - _. nt��t.l -rn ... .- _ JOINT WOOD TRU55 WOOD STUD SOFFIT FRAM I NC BETWEEN TRUSSES UN I MAST CONTROL JOINT NO. Oci3 (TYPE AS REQ'D BY FINISH SYSTEM MANF'R.)- SEE REFLECTED GEILIN6 PLAN FOR LOGATIONS 5/&" SHEATHIN6 ON WOOD STUD FRAM I N6 WITH 5TO DIRECT APPLIED FINISH 5Y5TEM FOR SOFFITS CONTROL JOINT DETAIL SCALE „ 3 LEGEND 4"X4" WALL WASHER L-13 ❑LED CANOPY L 16HT 2'x2' LAY -IN L FLUORESCENT -I L SHEET E2.0 2'x2' LAY -IN FLUORESGENT L 2 SEE 5HEET E2.0 8" DIA. COMPACT 0 FLUORESCENT PENDANT LI6HT5 L-q 4 L-10 5" DIA. COMPACT O FLUORESCENT REGE55ED DOWNLI6HTS PHOTOCELL (SEE ELECTRICAL 5HEET5) COVE LIGHTING FIXTURE UNDER-GABINET TASK L 16HT: REFER TO ELEG DW65 FOR ADDL INFO SURFACE MOUNTED LIGHT FIXTURE SUPPLY AIR GRILL: SEE MECHANICAL RETURN AIR GRILL: SEE MECHANICAL — J FFX EXHAUST FAN: SEE MECHANICAL 0 LIGHTED EXIT 516N ACT-1 ACOUSTICAL GEILIN6: APPLICATION: GU5TOMER AREAS MANUFACTURER: ARMSTRONG MODEL: ULTI MA OPEN PLAN #1942 BEVELED COLOR: WHITE SURFACE PATTERN: FINE 51ZE: 24" x 24" x 3/4" EDGE: BEVELED TEGULAR GRID: INTERLUDE XL a/16" EXPOSED TEE GRID FINISH: WHITE ACT-2 ALOU15TIGAL GEILING. APPLIGATION: NON-GU5TOMER AREAS MANUFACTURER: ARM5TRONG MODEL: ULTI MA OPEN PLAN COLOR: WHITE ' SURFACE PATTERN: FINE SIZE: 24" x 24 x 3/4 EDGE: 9/16" BEVELED TEGULAR GRID: 5UPRAFINE XL 9/16" EXP05ED TEE SYSTEM GRID FINISH: WHITE GYP GYP5UM BOARD CEILING PAINTED PT-5 I. LALL INTERIOR DIFFUSERS, REGISTERS � LOUVERS PAINTED TO MATCH ADJACENT WALL. REVIEW WITH ARGHITEGT PRIOR TO PAINTING. LOCATE ALL FIRE SPRINKLER HEADS AT CENTER OF 2'X2' GEILIN6 TILE (SEE FIRE PROTEGTION DNGS. FOR SPRINKLER LAYOUT). >YS- _UE' n Cl) O M to V Q co N _J LL N 00 E a " 0Cn QN Ln = m 0 w 0 r� V 2 cc `v > " w m co 0 V U w 0 co fn z L Q 'Ca 0 E o � "s ~ w a C � cc Q � i mil., U) tn U) 0 z Q U) J J z z = o o U in } W N N Florida Business License 9: AAC001619 Registered Atchrtect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING u r E: REFLECTED CEILING PLAN PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEET NUMBER REFLECTED CEILING PLAN SCALE 1 A2.0 1 ■ in 2 ON SHT. AI.I) IROOF '-7" 6'-7" '-II I/�" - _ AREA 'R-4 i OVERFLOW DRAIN ROOF DRAIN (SEE PLUMBING) FPO MEMBRANE AVER 1/4" ROOFING 3OAR1:? ON TAPERED NS. � EXT. zILYWOOD ON :;,TRUGT. FRAMING SEE STRUGT.) LED LIGHT FIXTURES (SEE 2 ON SHT. AI.1) DF =A IR_5I e A8.1 -PLAN AT TOWER PLENUM (131-011 AFF) 14� 0„ 21 j A6.5 j I ; I I j I I I i PLUMBING VENT, SEE PLUMB. SHEETS. VENT SHALL BE FLASHED PER ROOF SYSTEM MANUFACTURERS RECOMMENDATIONS AND DETAILS EXHAUST HOOD, 5EE MEGH. Dkia'5. HOOD TO BE FLASHED PER ROOF SYSTEM MANUF_ RECOMMENDATIONS AND DETAILS i I ROOF DRAIN, SEE DTL. 3/A6.7 (SIM.) i 5GUPPER ly- / Ll1 1 OL a v u� QYAPERED INSULATION NO z RIGKET, TYP >Y w Z I-T-4" A.F.F. ll1 v T n r.M1 1 SIM. OPP. -/ �3 Ab.3 HAND f SCUPPER A6.8 IT-4" A.F.F. T.O. GMU x /RTU-7' *ROOF AREA R- I GONG. ROOF TILE OVER SELF ADHERING SHEET UNDERLAYMENT (SEE SPECS.) OVER DEGKING- SEE STRUCTURAL SHEETS *ROOF AREA R-2 R-3 60 MIL REINFORCED FULLY ADHERED TPO MEMBRANE OVER 1/4'' DEN5DECK ROOFBOARD OVER (2) LAYERS FLAT 3" THICK POLYISOGYANURATE INSULATION MECHANICALLY ATTACHED TO DECKING ROOF GRIGKET5 TO BE I/4" PER FOOT FULLY TAPERED POLYI50CYANURATE INSULATION MEGHANIGALLY ATTACHED TO DECK BELOW A5 PART OF ATTACHMENT OF LAYER ABOVE. 1/2" START AT DRAINS DECKING- 5EE STRUCTURAL SHEETS -*ROOF AREA R-4 � R-5 60 MIL REINFORCED FULLY ADHERED TPO MEMBRANE OVER 1/4" DENSDEGK ROOFBOARD OVER TAPERED POLYISOGYANURATE INSULATION MECHANICALLY ATTACHED EXTERIOR SHEATHING ON METAL FRAMING * NOTE: INSTALL ALL ROOF SYSTEMS AND RELATED COMPONENTS IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTALLATION DETAILS. PROVIDE SHOP DRAWINGS FOR APPROVAL AS REQUIRED BY O -I PRE -CAST GONG. SPLASH BLOCK ON 60 MIL TPO MEMBRANE PAD ON FLAT LU Q O = Z ROOF. EXTEND DOWN N 5� SPOUT TO SPLASH BLOCK if SECURE BOTTOM ELBOW TO SPLASH BLOCK - (TYP. BOTH SIDES) OFF-RID&E p ROOF VENT -_ ON CURB PROVIDE 280 SQ. INCHES NET 0. O = z FREE AREA G— IT-4" A.F.F. T.D. GMU I i METAL PUTTER - CUTTER; SECTIONS TO BE CONT. BETWEEN F ITTIN05. PROVIDE EXPANSION JO I NT5 IAS REQU IRED. (REFERTO ELEVATION KEYNOtES FOR MORE INFO.) \ I - \ I II o Y JJ_ _ I_ _ -------- -s - - -1 . - - -- - I i ROOF -0" \ AREA 'R- I' li i I Ii CIL I J SLOPE ill I = SLOPE I7 II I_J I I LU i I I I I J 20'-0" A.F.F. I OIL T.O. GMU/TRUSS BRNG. 171 i { METAL GUTTER - GUTTER 5EGTION5 TO BE GONT. BETWEEN III FITTINGS. GUTTERS Ti0 BE 6 " (W) X 4 3/4 "(D�, STYLE 'K' WITH 2 1/4'1' X 4 1/4" GORRUCAty RECTANGULAR DOWN5POUT5. PROVIDE EXPANSION J IN A ►4, U) O Y z Q J J_ LU 2 N 0 Cl) CD M CD V Cr? N M C7 LL N T FLL c) c � N a N C4 LO co r (n 00 to LU F- N m `v a) LL 0 C6 L) as U 0 C Lo LL E C a7M 'E U) z O O U w N t _ZT Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: _ , O I`L 3 O TS S REQU RED. 1Z REVISIONS: DRAWING TrIIE i I / ROOF t____� I L — — — — — J L — PLAN 1'-4" A.F.F. I I ' 3 IT-4" A.F.F. A5.1 2 Ab_3 4 SIM. T.O. GMU T.O. METAL STUDS A6.3 PROJECTNU: ISSUE DATE: Ab.3 Iq'-O" A.F.F. 50568.12 07.15.2011 T.O. GMU DRAWN BY CHECKED BY I I ; kc. kc. SHEETNC7N)BER A10 ROOF PLAN SCE 1 1 /4" = F-0" T- i 1 r' 0 - ----- r I d I II- - - -I r - ilt -- I I I - tii -F_ i —T E16 IFE31 E3 [E-7 E12 v. A B PEAK OF ROOF Ah F C- I IIII II��II I LJ J_ �J_LiI Lu1_ E36 I I I 1 T 11 1: 1 II I I1 11 1i I I I I �T I I it i I ICI I I I I 1111 I I �l r--- �' I �• iI L1LI1 " I E31 1 _ TRU55 5R6. HT. I 20'-8" MV EIF5-2 = EI S-2 IF -2 EQ. Q �MN E2ol AL I CAN W/ MULLIONS 8'-O " �z I SIGN (LHI 8E � 0 EIFS-I E23 IMF IILIMI 1 Q E22 ES g12 E& DD�o E13 ' T.O. GMU 17'-4" EPT- I T.O. GAN PY ELEV. E 14 E30 EPT-3 I I Drive -Up B.O. BAND I NG z - - FE11 METAL ROOFINC SYSTEM E8 b" TALL W1TH 1/2" THIGK STROKE V1NYL ADDRESS NUMBER (WHITE) E2 EIF5 SYSTEM WITH CONTROL JOINTS A5 INDICATED. - BOLLARD AND COVER BY O.G. SEE DETAILS 5HT. A5.1 E3 EIF5 ACCENT GUIONS E10 GONGRETE CURB $ ISLANDS E4 EIFS BANDING FI GHA5E OCTAGON. REFER TO 51 GNACE PAGKAGE ES GAST STONE WATERTABLE E12 STOREFRONT SYSTEM — GAST STONE WINDOW SILL 3 FE SIGN BY SIGN PROVIDER. ELEGTRIGAL POWER $ FINAL GONNEGTION BY O.G. ER GAST 5TONE F14 FLASHING TO GONNEGT GANOPY TO BUILDING. SEE SHEET 5/A6.5 E8 BANK EQUIPMENT BY OWNER. O.G. TO PROVIDE OPENI NC S AND ELEGTRICAL REQUIREMENTS IN ACCORDANCE WITH FINAL APPROVED BANK EQUIPMENT SHOP DRAWINGS. E15 HOLLOW METAL DOOR $ FRAME PAINT EPT-1. EXTERIOR BUILDING ELEVATION 1C�1'_0" 2 ASPHALT SHINGLES, OAF ROOFING - GRAND SLATE IN FLUSH KNOX BOX - VERIFY LOGATION E1(9 WELSH GRAY E2 THRU SION- ELEG. POWER AND COMMUNICATION 8"x8" MALTESE GRO55 (NOTICE OF LIGHT -FRAME ROOF NDRIVE E17 REQ'p E25 TRU55 GON5T. PER FL FIRE PREVENTION GODE). E 18 GLEARANGE SIGN- NO ELEG. POWER REQ'D E26 GANOPY ROOF DOWNSPOUT NOZZLE. 5EE GANOPY DETAILS EXTERIOR LIGHT FIXTURE, SEE ELEG. DWG5. 1 1/2" <P ALUM. RAIL (EFT-, GORE DRILL $ EPDXY GROUT E 1-1 E27 INTO GONG. MIN. ,5" DEPTH 4 MIN. 2" GONG. GOVERAGE LED LIGHT FIXTURES (SEE ELEG. DW65. $ GARD READER - REFER TO 20 DTL. 2/SHT. A1.1 FOR MOUNTING) FE2,5 SEGURITI' DRAWINGS FOR ADD'L INFO. PAINT SOFFIT EPT-I RELIEF SCUPPER (PRE -FINISHED OR E21 E2� PAINTED TO MATCH ADJACENT FINISH) E 2 2] I" WIDE X 3/4" DEEP REVEAL. SEE DETAIL 4 / A4.1 E30 PREFINISHED METAL FASCIA PANEL, PAINT TO MATGH, SUBMIT SAMPLES FOR APPROVAL E 2 3] CONTROL JOINT- 3/4" WIDE 'V' GROOVE. SEE DETAIL 3 / A4.1. ALIGN WITH STOREFRONT MULLION BELOW. H PREFINISHED METAL CUTTERS, Cam" W. x 4 3/4" DEEP, K-STYLE' W/ 4" W. x 2 1/4'' DEEP CORRUGATED REGTANOULAR DOWNSPOUTS. ALL GOMPONENET5 EFT-4 10'-6 1/2"'qV E3 EIF5-1 Eq EPT- I E27 T.O. SLAB ## Drive -Up Clearance ff-#9' Drive -Up Clearance #'-##^ ATM E17 E1 EEPT-1 EQ E10 II S.O. G VEIb 10' E32 EPT-I EQ DO N ELEV. Eli " E18 E�D111 E E10 6 1 EXTERIOR o �Z 1 1/2" EIFS 5Y5TEM (SEE 5PEG5) I" WIDE X 3/4'' DEEP VINYL REVEAL (TO BE PAINTED) - REVEAL SCALE 11/2"= 1' Ca w �z 11/2 EIFS SYr Tr" (SEE SPECS) 3/4" WIDE V-GROOVE El CONTROL J01 (n U_ C� LU IZ U LU U Q W O D` w z BUILDING ELEVATION SCE 1 1/4"- 1'-0" PAINT5 EPT 1 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED Y METAL 5URFAGE5 MANUFACTURER: SHERW 1 N W I LL I AMS CO PRODUCT: METALATEX AGRYLIG 5EMI-OLO55 0 PRODUCT NO.: 1342 SERIES COLOR: MATCH IGI AO753 "GRAND GAN'I'ON" 0 FINISH. SEMI -GLOSS ZQ EPT-2 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED U) METAL SURFACES J J MANUFACTURER: 5HERWIN WILLIAM5 = PRODUCT: METALATEX AGRYLIG 5EM1-GLOSS PRODUCT NO.: B42 SERIES COLOR: MATCH IGI AO724 "FARMERS = ALMANAC" FINISH: SEMI-OL055 W N EPT-3 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES MANUFACTURER: SHERW I N WILLIAM5 PRODUCT: METALATEX AGRYLIG 5EMI-OL055 PRODUCT NO.: 542 SERIES COLOR: MATCH "ALPOLIC BLUE" FINISH: SEMI -GLOSS 0" EPT-4 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL 5URFAGE5 MANUFAGTURER: SHERW I N W I LL I AMS PRODUCT: METALATEX ACRYLIC, 5EM1-CLO55 PRODUCT NO.: E342 SERIES Florida Business License #: AAC001619 COLOR: MATCH IGI A0187 "FRENCH GRAPE" Registered Architect Kenneth Cowart FINISH: SEMI -GLOSS This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 CD Cf) co N N J LL CV QS � CL H U_ t= aN CV LO co W;0- w Nt fV U as EF5 EIFS-1 EXTERIOR INSULATION � FINISH SYSTEM: REVEAL SCALE 3 EXTERIOR EIF5 SURFACES 11/2"=1'-0" (EIF5 ACCENT BAND) MANUFACTURER: STO CORP. STEEL TUBE COLUMN TO BE PAINTED BY PRODUCT: 5TO THERM PREMIER NEXT E32 GENERAL GONTRAGTOR COLOR: MATGH IGI AC733 "GRAND GAN rON" FINISH: STO LOTUSAN LIT 1.0 (FINE) PROVIDE WEATHER TIGHT PULL BOX AT CONDUIT STUB E33 OPENING IN ISLAND. AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ DRY EIF5-2 EXTERIOR INSULATION $ FINISH SYSTEM: E34 SEAL JOINTS OVER ALUMINUM TUBE AND METAL FRAMING EXTERIOR EIFS SURFAGES (EIF5 ACCENT BAND) -FINISHED METAL COPING MANUFACTURER: 5TO CORP. ❑PRE E35 PRODUCT: STD THERM PREMIER NEXT DOLOR: MATCH IGI AO724 "FARMERS - OFF -RIDGE ROOF VENT ON GURB ALMANAC" 5] FINISH: STO LOTUSAN LIT 1.0 (FINE) PHOTOGELL. SEE ELECT. DRAWINGS FOR E37 ADDITIONAL INFORMATION. EIFS EXTERIOR INSULATION � FINISH SYSTEM: 3 1/2" DIA. WALL PENETRATION FOR EXTERIOR EIF5 SURFACES E38 GOMPRESSED AIR LINE (EIFS ACCENT BAND) 4 1/2" DIA. WALL PENETRATION FOR MANUFAGTURER: STO CORP. E3a PRODUCT: STO THERM PREMIER NEXT PNEUMATIC, VAT TUBE COLOR: MATGH "ALPOLIG BLUE" FINISH: STO LOTUSAN LIT 1.0 (FINE) EXTERIOR ELEVATION SPECIFIC NOTES - - - - r u i � r o l i o c 11, r —TTGIL 9GT � li � I I SCALE 5 (NOT TO SCALE) - - - - _ FINISH LGND SCALE NOT TO SCALE NO: DATE: REMARKS: U) z 0 - 0 U n. w N REVISIONS: DRAWING U=- EXTERIOR BUILDING ELEVATIONS PROJECYNO-- ISSUE DATE: 50568.12 0715.2011 DRAWN BY CHECKED BY: kc. kc. SHEETNUNDER- A4m I I T-1--­T___—_F_I ff T.O. CANOPY Y 14'-2 1/2" B.O. GANG 10'-6 1/2" EIO EPT-I E32 EGI E00 r 2 b. PT- I 'T-2 E30 !T-3 f� T.O. GMU 1-71-411 FE14t- OIL E17 EIS B.O. BANDING I O'-6 I /2" E18 E18 -I E32 PT -I E32 EIFS- I E3 Eq Er-1 EPT-I Eq I DO E 10ot E2� T.O. 5LAB O'-O" E D 3' -6 11 K 3 51-611 E4 E15 w & =N4 .I. ;M, Za g a �E�ffl 0 Elb (A PEAK OF ROOF 26 --cl IJE31 0010 I I I I I III''IIII II IIII II i EPT-4 E31 T.Q. GMU/ T.D. GMU r1 TRU55 BRNG. I a'-4" 20'-0 E5 E12 Eb � EIFS-2 I N E3 E7 EXTERIOR BUILDING ELEVATION SCALE 1 EXTERIOR BUILDING ELEVATION SCALE 2 EXTERIOR DRIVE-THRU ELEVATION ALE 3 s „ EI ] METAL ROOFING SYSTEM E8 []OR 6NUM ER " TALL L(WHITE) THICK STROKE VINYL ADDRESS E16 WELSHIl ASPHALT SHINGLES, GAF ROOFING - GRAND SLATE IN E24 FLUSH KNOX BOX - VERIFY LOCATION H STEEL TUBECOLUMNTO BE PAINTED BY E2 EIF5 5YSTEM WITH CONTROL JOINTS AS INDICATED. EG BOLLARD AND COVER BY G.G. SEE DETAILS SHT. A3.I H DDRIVIE THRU SIGN- ELEG. POWER AND GOMMUNIGATION Ed 5" bS ALTESPEROS F(RETIGEOF LION GODEME ROOF E33 PROVIDE OPENING NEATHERTIGHT PULL BOX AT CONDUIT STUB - [E3 EIFS ACCENT GUIONS E10 CONCRETE GURB 4 ISLANDS - [E I a]TUBEL) CLEARANCE SIGN- NO ELEG. POWER REG'D E26 GANOPY DETAILS WNSPOUT NOZZLE. SEE E34 AGM (ALUMINUM L MIINUM COMPOSITE ALUMINUM MATERIA AND METAL FRAMING E4 EIFS BANDING EIFS FEI CHASE OCTAGON. REFER TO SIGNAGE PACKAGE H EXTERIOR LIGHT FIXTURE, SEE ELEG_ DWGS. E27 INTO GONGMIN I11 DEPTH MINE DRILL $ EPDXYGOVERAGOUT E35 PRE -FINISHED METAL COPING FE5 CAST STONE WATERTABLE E12 STOREFRONT SYSTEM E2 LEDDTLIIOH FIXTURES (SEEDWOS FOR MOUNE ELEG. EZ8 SE R RIRTY D ER -REFER TO ADD'L INFO. E36 OFF -RIDGE ROOF VENT ON GURB E6 CAST STONE WINDOW SILL E13 SOWER NION BY SION FINAL G ONNEGTION BGG ELECTRICAL E21 PAINT SOFFIT EPT-I E2� RELIEF SCUPPER PAINTED TO MATCH ADJAGEND oNSH) E3� FOR ADDITIONAL INFORMATION. p E7 CAST STONE E14 FLASHING TO CONNECT CANOPY TO BUILDING. SEE SHEET 5/A65 E22 I" WIDE X 3/4" DEEP REVEAL. SEE DETAIL 4 / A4.I E30 PREFINISHED METAL FASCIA PANEL, PAINT TO MATCH, SUBMIT SAMPLES FOR APPROVAL 38 3 I/2'' DIA. WALL PENETRATION FOR COMPRESSED AIR LINE 9 F8 BANK EQUIPMENT BY OWNER. G.G. TO PROVIDE OPENINGS AND ELEGTRIGAL REQUIREMENTS IN AGGORDANGE WITH FINAL APPROVED BANK EQUIPMENT SHOP DRAWINGS. E13 HOLLOW METAL DOOR 4 FRAME PAINT EPT-I. E23 CONTROL JOINT- 3/4" WIDE 'V' GROOVE. SEE DETAIL 3 / A4.1. ALIGN WITH STOREFRONT MULLION BELOW. E31 PREFINISHED METAL GUTTERS b" W. x 4 5/4" DEEP, 'K-STYLE' W/ 4" W. x 2 I/4" DEEP GORRUSATED RECTANGULAR DOWNSPOUTS. ALL GOMPONENETS EPT-4 4 I/2" DIA. WALL PENETRATION FOR PNEUMATIC VAT TUBE EXTERIOR ELEVATION SPECIFIC NOTES SCALE 4 (NOT TO SCATF u7 � to v co co LL CV d v6 Cn �U_ 0 CO C N N aN N LO cn � as LU f- N -0 m @ .Q j LL 0 as WA C U C3C L M CL Eo 4 = C U3 ca Q � U) tn U) 0 z Q J J z z = o - o 0 2 � W = INN Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING T=: EXTERIOR BUILDING ELEVATIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEET N[ N0ER A41 ----------------------------� CLOAKED VENT TILES FOR GONG. TILE ROOF (SEE 5PEG5) 1 (SIM, OPP. TYPICAL ROOF CONSTRUCTION, G I I A�6 1 HAND) SEE 5HT. A3.0 TRUSS ROOF PRE-ENGINEERED TRUSS, SEE TYPICAL TOWER FRAMING REFER TO 5TRUGT. ROOF GON5TRUGTION, I STRUCTURAL SHTS SEE 5HT. A3.0 EXTEND PLYWOOD SHEATHING ALUMINUM DOWN FROM TOP OF ROOF TO TRU55 BRG./ I GUTTER EDGE TOP OF BLOGKING TO CREATE T.O. GMU ; .; I I DRAFT STOP SEPARATION I ALUM. COPING 201-8" I ' (TYPJ I SLOPE DIRECT APPLIED ACRYLIC, / CONT. VENT I/4' PER FT. MIN) FIN. SYSTEM AT ROOF - OVERHANG (SEE 5PEG5) i' 16x1 OPEN 6 1/4" i�ER FT. IN FOR IONIONA E o STOREFRONT SYSTEM - { FULLY ADHERED ROOF MEMBRANE ON VERTICAL TRANSITION WALL PRE-ENGINEERED 3 SIM. TRU55, SEE 5TRUGT MEGH. EQUIPMENT AREA SEE MEGH SHEETS I SLOPE 1/4" PER FT. (MIN) I I 5U5P. AGOU5T. STIB LE I TILE GLO. V" 1 a 101 7FGG. HEI'G-10HT BO. ST BM -j'-I11 0" = STOREFRONT WG-I WALL I _ (OFF.GLG a. HE16 GOVERING CHASEHT CII' I Cp wI 1 o u GLAZED ALUMINUM HAND) 6 I I 5U5P. STOREFRONT SYSTEM AGOUST. ATM MACHINE- /� /, ( I TILE I � I � /, I ,I°� GLG- � o D ATA SEE CIVIL FOR �\ �� SIDEWALK I N LOBBY TELLER LINE 1 \ � � /GRADE 0 0 5EE SHT. A1.2 // '/, / 1 V ` \ T.O. SLAB � O ELE'\/. I S I FOR FLOOR d I I. CONCRETE I TELLER DESK, I I GONCRETE SLAB, FTC,., SEE CONCRETE SLAB, SEE 5TRUGT. SEE 5HT. A-f .2A ! J SEE 5TRUGT. d.. 5TRUGT. - - - �-- - Ak T.O. GMU Y 1-11-411 TRUSS ROOF FRAMING REFER TO STRUCTURAL PLANS GEILIN6 HT 8'-bll 3D A8 GLAZED ALUM. WINDOW 3E D EXTEND PLYWOOD SHEATHING DOWN FROM TOP OF ROOF TO TOP OF BLOGKIN6 TO CREATE DRAFT STOP SEPARATION 1/4" PER F (f PAINTED GYP BOARD SOFFIT i I�u I PAINTED GYP BOARD SU5P. ACOU5T. I I SOFFIT TILE GLG. ALUM. GOPINO (TYP.) ___\ GEILIN6 HEIGHT 10'-101, I SU5P. GLG. / I I AT A.F.F. / I LOUNGE /RINTER BGM CORRIDOR // \ III 112 I I I l a 113 � i�� 7. I I I -- T.O. GMU CANOPY I SLOP 1/ " PER FT'(MIN) r-1--- - II I I GLG HEIcsHT I 8'-011 I / 5USF. / AGOUST. / TILE JANITOR GLG. 1 I10 I I I I \ I I \ I I I l 1 BUILDING CROSS SECTION SCALE _0" 1 TRUSS ROOF FRAMING REFER TO STRUCTURAL PLANS LOBBY 103 1/4" PER FT. (MIN BUILDING CROSS SECTION BUILDING CROSS SECTION T.O. GMU OPP HAND I I I I I I 1 B.O. EIF5 BAND I I 10'-6 1/2' I I I I I I I I I I I I I I I I I I T.O. WAINSCOT I I T.O. BLAB 01-0 II II l J SCALE J 1/4"1'-0" 2 S CALE 1 /4" = 1'-0" ' II .- . ik I_ J. 3 STD. STEEL PIPE (5ALV) -FILLED SOLID W/ CONCRETE - 4" 0. D. X 4'-6" HIGH GONGRETE ISLAND - R=3/4" FI N I5HED PAVEMENT, SEE G I V IL SHEETS - T d � O d^ a'-, PLASTIC, BOLLARD COVER, SEE BOLLARD COVER NOTES - DOMED TOP G.I.P. GONG. - SEE PLAN < POSITIVE z DRAINAOE -1/8" O (TYP.) TYP)1_ p VAT BOLLARD DETAIL 1 SCALE 0" 4 6" NOMINAL (C6.625" O.D.) CONCRETE DOMED TOP STEEL PIPE. BOLLARD COVER NOTES: VENDER: IDEAL SHIELDS 2 1/2" NOMINAL (20-15'' O.D.) STEEL PIPE, PLUG WELD WITH DRILLED HOLES TO 6" STEEL PIPE. FILL BOTH PIPES WITH MODEL#(VAT LANES);BPD-OBE-4-54-5 D_ GONGRETE_ MODEL#(ATM LANES): 5PD-OBE-6-54-5 W COLOR: TO MATCH OLE' BLUE EYES Q tl O BOLLARD BOLLARD COVER - SEE BOLLARD COVER NOTES FOR BENJAMIN MOORE PAINT CONTACT: MARTY VENGEAS J 1- TO BE PRODUCT INFORMATION PHONE: 4bO.380.2100 I- N - �9 FAGTORY E-MAIL:MVENEGA5®IDEALSHIELD.GOM - � PRIMED ADDRESS: 2525 GLARK ST. DETROIT,MI � POSITIVE 4820q N DRAINAGE ORDERI NO: BY GENERAL CONTRACTOR LL (TYP.) T.O. 15 AND O� � p .p 2 1/2" NOMINAL (2.8-fs" O.D.) O `\ ` STEEL PIPE. PLUG WELD 6" NOMINAL TOGETHER (6.625" O.D.) AND FILL STEEL PIPE. BOTH PIPES a WITH GONGRETE. a EDGE OF GONG. SEE a 15LAND PLAN E30LLA D FLAN E30LLA D 5EGTDN ATM BOLLARD SECTION & PLAN NOTE: THIS LAYOUT 15 BASED ON DIEBOLO OPTEVA 750 DRIVE -UP ISLAND ATM. VERIFY LAYOUT WITH FINAL BANK APPROVED MFR'5 DRAWINGS BEFORE CONSTRUCTION SCALE 5 1 /2" = 1'-0" NOTE: THIS LAYOUT 15 BASED ON DIEBOLD VAT 21 #134-56 CUSTOMER UNIT DETAILS. VERIFY LAYOUT WITH FINAL BANK APPROVED MFR'5 DRAWINGS BEFORE CONSTRUCTION 5"x&"x6" PVC, PULL BOX W/ SIDEWALK RATED GASKET TOP FLUSH W/ TOP OF GONG. ISLAND 8" 1'-0" UNDERGROUND CONDUITS TO BRANGH vmom LL ^\ LL O LL -� DETAIL LL IN -SLAB GOONDUIT5 Florida Business License #: AAC001619 TO PULL BOXES Registered Architect: Kenneth Cowart ISLAND SLAB This drawing is the property of Associated Space \ l Design, Inc. and is not to be reproduced or copied in /01whole or in part. It is not to be used on any other project N-SLAB CONDUITS 1- I and is to be returned upon request. Scales as stated 8 I _ WE TO PULL BOXES I l'-0" O 01 8 DETAIL herein are for reference only as normal reproduction 10 4/A5.1 N I I I processes may alter the accuracy of original drawings. N ISLAND SLAB N / � Associated Space Design, Inc. 2006 �1 i1 1 Oil 81 - m dJ ` III _ I LL 4 APPROX. OUTL I NE J O , OF ATM ON CURB VAT LL - - 6" PVC, PULL 1 12"xl2"x6" PVC, PULL O 12"xI2"x <Y - BOX WGASKET BOX W/ 6A5KPT 25 8 cv TOP FLUSH WTOP N 0 3/4" TOP FLUSH 1^V TOP 4" 7" OF GONG. 15LAND v OF GONG. ISLAND _ �r m _ - C�V - ` N _ 2 "x4" WEATHER nl N 2 x4 WEATHER N PROOF PVC, m PROOF PVC 6" 6" JUNCTION BOX JUNCTION BOX OF COL. FLUSH W/ TOP OF OF W/ TOP OF GONG. ISLAND FOR GONG. ISLAND FOR m \ ATM TOPPER / / ATM TOPPER GONG. PIER, 54" TALL 4" 1 -411 411 -� T11P. SEE ONG. PIE BOLLARDS -f it ol 5TRUGT. DWG'S YP. SEE \ / \ SEE PET 5/A5.1 TRUGT. DW6'5 FDLA N PROVIDE P051TIVE DRAINAGE (TYP.) FLAN 54 TALL NOTE: SEE BANK EQUIP. SHOP BOLLARDS - DWO5S FOR ADDITIONAL SEE DET 4/A5.I a BOLTS, GONPU I T5 ET6.o v o d °9_vp ° v. s v d °d_v _a Q a o °d„ aa d d p v ° d d p v p d G !\ SECT ON '!/ �'\ SEGT ON ATM DETAIL SC�1'_0,. 6 VAT DETAIL 3 CALE 7 In m to v N M _J N J LL N �m C ca" VJ CO c N C6 c*) Q �C6 C ca w �- [!3 N U_ C7 a c m @ `o W U_ W T cl3 0 L D F- U _ Lo L) U_ a � Qm ,a ~ W o z @ �' C �E @ cc Q � 9 E& Y (/) Ln C/) 0 Z Q U) J U J z _ 0 _ 0 W a N N TOP OF GONG. ISLAND UNDERGROUND GONDU I TS TO BRANCH NO: DATE: REMARKS_ REVISIONS: DRAWIlVG TITLE: BLDG SECTIONS AND DETAILS PROJECT -NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUNBER A5ml B.O. GONG. BM. 1O'-611 OPT. 2 ASPHALT 5H I NGLES 6.� . I HAND I I r I _ I ALUM. GUTTER I U II TRU55 BEARING T.O. GMU ------ - 20'-0" ------ - GONT. ALUM. VENT I AT PERIMETER OF ROOF DIRECT APPLIED AGRYLIG FINISH SYSTEM FOR SOFFITS ON 5/8" J DENS SL.A55 GOLD SHEATHING I I/2" RIGID INS L I ATT. INSUL. - D ' D.. I o . AGOU5TI GAL CEILING TILE SUSPENDED FROM 5TRUGT. WOOD TRUSSES, TYP, LOBBY 103 ALUMINUM STOREFRONT SYSTEM TEMPERED GLAZING - — 6WB ON FURRING GWB GEILING ON METAL FURRING $ 16" O.G. ATTACHED TO 2 1/2" GHANNEL5 @ 48" O.G. MAX. HUNG FROM STRUCTURAL J015TS ABOVE —q Sim. D D e. D LIGHT FIXTURE, (5EE ELEG. DWGS.). — — 1 5WB SOFFIT ON MTL. I FRAMING, PAINTED STL. BEAM, SEE 5TRUGT. DWGS.- CHASE BANK SIGN BEYOND, TO BE INSTALLED BY SIGN GONTRAGTOR 1 1/2" EIFS 5YSTEM W/ GHANNELED ADHESIVE, AIR / MOISTURE BARRIER ON 5HEATHINO i METAL STUD i ! FRAMING (SEE 5TRUGT.) � ' I I GONG. TIE BEAM (SEE STRU DWGS.) B.O. GONG. BM. 3/4" V-GROOVE DRIP I AGM PANELS OVER TS / / I STRUGTURE WITH / - -- - 5TRUGT. MTL. FRAMING INFILL I inn uu u / J B.D. 5TL. BM. Q'—I II ALUMINUM STOREFRONT SYSTEM GAST STONE VENEER GONG. BEAMS (SEE 5TRUGT. DWG5.) CEILING HT Q'-61I ACT. GE I L I NG 5USPENDED FROM TRUSSES, TYP. 5/5" GYP. BD. ON 1-1/2" 'Z' FRAMING © 16" O.G. (TYP.) 5TOP 6" ABV. GL0. RIGID INSULATION (FIN. FLOOR TO ROOF TRUSSES) — 51M✓ Opp. ASPHALT SHINGLES IALUM. GUTTER TRU55 BEARING / T.O. 5TEEL BEAM GONT. ALUM. VENT AT PERIMETER OF ROOF DIREGT APPLIED AGRYLIG FIN15H SYSTEM FOR SOFFITS ON E/8" DENS OLA55 GOLD 5HEATHI NG 1 1/2" EIFS SYSTEM W/ CHANNELED ADHESIVE, AIR / M015TURE BARRIER ON b" GMU GAST STONE WATERTABLE AGM (ALUMINUM GOMFO51 TE MATERIAL) PANEL CANOPY (BEYOND) CAST STONE VENEER GONG. SLAB ON / GONG. SLAB ON GONG. PAVEMENT TO GRADE, 5EE GRADE, SEE / PITCH AWAY FROM 5TRUGT. DWGS. 5TRUGT. DW65. o / BLDG-SEE GIVIL SHEET5 VAPOR I BARRIER j 5LOPE y d a v ° ° v n v d v Q a 8 d v q. a v ° v v ° o ti d / \ / / / \' \ \ \ VAPOR BARRIER v / / d / // / /i \ e 4. / / \ �i ,.// o \ / ' j/ \, GONG. FOOTING d as ° i SEE STRUCTURAL / / \/��� ( ) °' A/ / �\ VAv, a \ /VAV / v. a d°v / v � /\� / / v w\X � v ° A�X TOWER SECTION 3CALE��or, TOWER WALL SECTION SCALE1,or, 2 Fn M a m to co N �} LL IN a SD OD ,yy LL C I3 M �N N Q � N � N � C7 Lu 0 ua N L) 2 � o .Q ro LU > vi U $ Lli w_ � � 2 0 LL E Q W U CL m 0 E 4L)o iY r w e Z � M Qi Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: RENPRES: REVISIONS: DRAV,WG'LTIIE,: WALL SECTIONS 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUNDER A6ml T - r RIGID INSULATION (TYP.) LO M a M co Cp � _J CV a7 t_ N 2. C� } C C/3 �m UL N Q � � N In itYj W 0 U 0— ASPHALT SH I N6 LES 0 a 0 as u_ UJ CC N ui Z U a> _ LU Y Cc T W Ii @ L. ALUM. GUTTER < _ m ,CM TRU55 BEARING / T.O. GMU j1 CL m 0 E W ~ c •' . ` CONT. ALUM. VENT z AT PERIMETER OF ROOF RIGID INSULATION (T-1'P.) DIRECT APPLIED ACRYL I G FINISH SYSTEM ON 5AY DENS GLASS GOLD SHEATHING (SEE SPEG5) CHASE BANK SIGN BEYOND, TO BE INSTALLED BY SIGN CONTRACTOR 1 1/2" EIFS 51'STEM N/ GHANNELED APHES 1 VE, AIR / MOISTURE BARRIER ON 8" GMU W 1 TH FOAM INS. FILLED CELLS SINGLE PLY ROOFING j OVER TAPERED RIOID INSULATION, ON EXT. G SHEATHINO AND a I FRAMING (SEE 5E UGT.) A6.4 A6.4 GNB GEILINO ON METAL d FURRING 4 16" O.G. ATTACHED LIGHT FIXTURE, (SEE TO 1 1 /2 CHANNELS @ 48 O.G. ----.-_.-_-.— MAX. HUNG FROM STRUCTURAL ELEG. DV405.). JOISTS ABOVE 2 ° p. — — — — — — — — I T.O. GM WALL - - - - - - - - - - - - - B.O. cloqc. BM. — — —-'------ — B.O. 13M.AJ O Io'-g° -- ---- -- _ B O. ALUM. PANEL GNB SOFFIT ON MTL. B.O. ALUM. PANEL FRAMING, PAINTED 10'-6 1/2" 10'-6 I/2" / AGM PANELS OVER TS STRUCTURE AND STRUGT. A.G,T GLG HT METAL FRAM I NO INFILL(SEE 5TRUGT.) F_ F F PLUMBING CHASE (BEYOND) ATM ROOM v TEMPERED GLAZIN5 (BEYOND) - ALUMI NUM STOREFRONT SYSTEM (BEYOND) GONG. SLAB ON GRADE, SEE STRUGT. DNGS- f / CHAS E�6, Lobby Hours / Mon -Sat/ 9:00 - 5:00 Sun Closed / Drive/ -up Hours Mon - Sat 9.00 - 5-00 Srun Closed 13 / / VESTIBULE 101 APPLIED NT-4 FILM THESE PANELS ALUM. GURTAINNALL 5'Y5TEM N/ INSULATED OLAZ I NG CAST STONE VENEER (BEYOND) FIN. FLOOR d a'° d _ . a A ° . .d4a aq C C 0'-0 ° A d c d d 4A4°d ° ,dAC °. d d dd / \ \ / / / / \ / / i \ /\ / / ` /' / \ /\ / / \, \ / / / / / GONG. FOOTING (SEE STRUGT. DWG S) 10 /�O\ 4 17- /77 - TOWER CROSS SECTION SCALE " 0 0 S& U) Ul U) Z Q U) J U) J_ Z 2 O o U /2 } L.L W N N r` V � Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING THTE: TOWER CROSS SECTION PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAMN BY CHECKED BY kc. kc. SHEET NUMBER_- A6m2 __F__ -1 - - - - FF. if €Illill ...:.I ,,. ii- I� 1i. - I JI GOL i CANTED ALUM. GOP I NG W/ CLEAT EA, SIDE T.O. GMU FULLY ADHERED IT-4-- 51N6LE PLY TPO ROOF SYSTEM OVER POLYISO. INSULATION, SEE SHEET A3.0 SLOPE REFER TO STRUGT. - —' FOR BOND BM. REG2UIREMENT5 E.I.F.5., 11/2" THIG 8" REINFORCED GMU WALL WITH FOAMED IN PLACE INSULATION SIM. 5A P L• 1 I _ I G.I.P. BEAM (SEE 5TRUGT. DWGS) 4. I O'-6 1/2" ` J EIFS FINISH AT WINDOW JAMB BEYOND STOREFRONT SYSTEM METAL FLASHING GAST STONE NATERTABLE TOP OF GA5T 51 LL I 3G GAST STONE — THRU FLASHING 6" ABOVE EXTERIOR FIN15H EXPANSION JT. MATERIAL GONT. BLOGKING (SEE STRUCTURAL) RIGID SU- BEYOND UNDERSIDE t ROOF DECK PRE-ENGINEERED TRUSS, SEE STRUGT. DWC'5 GYPSUM WALL BOARD TO 6" ABOVE GLG. HEIGHT SUSPENDED — ACOUSTICAL GLG, SEE SHEET A2.0 LOBBY 103 GYPSUM - ALL - BOARD AT JAMB BEYOND NOTE: ALL GYPSUM BOARD ON ALL EXTERIOR WALL5 SHALL BE MOLD RESISTANT TYPE. SEE SPEG 5/5" GYPSUM WALLBOARD ON 1 1/2 " METAL 'Z' FURRING AT 2'-0" 0, G. N/ RIGID INSUL. 8" REINFORCED Gi WALL WITH FOAMED IN PLAGE INSULATION, TYP. GONG. 5LAB ON GRADE, SEE STRUGT. DW05. SLOPE T.O. SLAB OI—OII C _ .Q Q d d GONG. 51DENALK, PAVEMENT OR i VAPOR GRADE TO PITCH BARRIER ANAY FROM as (5EE SPEG5) BLWD�G. SEE CIVIL,,vv � 44 d GDU`I���� G�ETE FOOTING ` SEE STRUGT. GOL CANTED ALUM. COPING N/ CLEAT EA, SIDE 717 T.O. GMU � 17'-411 w Ab.l I SIM. I _ 8" REINFORCED GMU WALL WITH I - FOAMED IN PLACE _ INSULATION, TYP. � T.O. TRUSS Y VAR E5 E.I.F.S., 1 1/2" THICK- CONT. TIE BEAM (SEE STRUCTURAL FOR TYPE $ SIZE), TYPICAL. G.I.P. BEAM (SEE 5TRUGTURAL) 1= I� I� 1= MALIGN W/ TOP OF WINDOW s EIF5, 1 1/2" THICK (SEE SPECS) N I" WIDE X 5/4" -' DEEP REVEAL, TYP N 8" REINFORCED J GMU WALL WITH FOAMED IN PLACE INSULATION, TYP. N to t METAL FLASHING CAST STONE NATERTABLE T.O. CAST 51 LL I I CAST STONE VENEER THRU FLASHING ® 6" ABOVE EXTERIOR FINISH 1 FULLY ADHERED MEMBRANE FLASHING FULLY ADHERED SINGLE PLY TPO ROOF SYSTEM OVER POLYI50. INSULATION, SEE SHEET A3.0-7 GONT. P.T. 2X8 LEDGER (SEE STRUCTURAL) PRE-ENG1 NEERED TRUSS, SEE STRUGT SHEETS GYPSUM WALL- BOARD TO 6" ABOVE GLG. HEIGHT SUSPENDED - ACOUSTICAL GLG, SEE SHEET A2.0 5/8" GYPSUM NALLBOARD ON 1 1/2'' METAL 'Z' FURRING AT 2'-0" 0. G. W/ RIGID IN5UL, NOTE: ALL GYPSUM BOARD ON ALL EXTERIOR WALL5 SHALL BE MOLD RESISTANT TYPE. SEE SPEG I LOBBY � 103 I 4 I ,46.E I 8" REINFORCED GT WALL WITH FOAMED IN PLAGE INSULATION, TYP. EXFAN51ON JT. MATERIAL I GONG. SLAB ON GRADE, I SEE 5TRUGT. ` - SLOPE I DN55. OILT.O. SLAB --- O'-011 - va °d ° d . I a a ,.. GONG. SI DENAL K PAVEMENT OR y� GRADE TO PITGi VAPOR ;��j C ���v � BARRIER AWAY FROM I �' BLDG. SEE GIVIL d , ... ' (SEE 5PEG5) d . � DNGS I / _ d a GONGRETE FOOTING / SEE STRUGT. 15 DWC� //'; / �. ; '�X �----------� WALL SECTION 'CAWALL SECTION 1 1 WALL SECTION SCALE 3/4"= F-0" 2 LnM a m cc 'IT co co —N J vi LL N In In Q In Uca LL N In � q) N Q � N N I.C7 Nj cc � T cc W CIS N U_ T C c � o ® IL LU m Vj U cy ores LU Co U LL E SEE ROOF PLAN SHT. A3.0 c W A6b FOR TYPICAL ROOF Q cn CONSTRUCTION NOTES Q no — —� O E o u' ~ o t-JkT.O. MTL. 5TUD5 I I Z l a'-O" — 8 EXTEND ROOFING Q MEMBRANE UP VERTICAL PARAPET SURFACE- 11/2" EIFS ON — FLASH A5 REOUIRED PER — — ROOFING MFR'S CHANNELED l RECOMMENDATIONS ADHE51VE ON (, l MANUF. I T.O. GMU AIR/MOI5TURE - ---- 1-71-411 BARRIER OVER SHEATHING = 6 Abb I i Oz LL _ Qv i i _ GONT. P.T. 2X8 >- W LEDGER (SEE D- 4 STRUCTURAL) Z 1' 2" 8" GMU (SEE STRUGT. DNGS) CHASE SIGN -------- BY OT 5 tn (n --- II---- O — R .: PRE-ENGINEERED Y METAL STUD - - - ' o ;. I TRU55, SEE FRAMING (SEE I STRUGT SHEETS Z STRUGT.) GONT. DRIP I„ I A82 51M. J BEVEL — Z I � U I II B.O. OF G.I.P BEAM } G.I.P. GONG. BEAM — / 10'-6 1/2" LU w (SEE 5TRUGT.) N N i I 0 STOREFRONT SYSTEM Florida Business Dense #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in GONF whole or in part. It is not to be used on any other project I IB and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 I CAST STONE VENEER, BEYOND 51M. a, i OPP. 3 INTEGRAL PAN — I HAND r? FLASHING g GONG. SLAB ON o GRADE, SEE r' STRUGT. DN05. fn T.O. 5LAB O'-O" d d d REMARKS:CL REVISIONS: GONG. SIDEWALK, PAVEMENT OR GRADE %� / " " DRAMINGTrrrE: �o TO PITGH AWAY FROM a : d ���� WALL BLDC. SEE GIVIL DNGS a / as VAPOR SECTIONS GONGRETE FOOTING ° BARRIER CY' SEE STRUGT. a (SEE SPECS) PROJECTNO.: ISSUE DATE: m 50568.12 07.15.2011 DRAWN BY CHECKED BYIm q� y kc. kc. SHEET NUMBER O O Go to ILD SCALE A63 N rt7 WALL SECTION 34"=V-0" 3 WALL SECTION 34 1'_0" 4 FLASH AS REQUIRED PER ROOFING MANFR'S REGOMMENDATIONS — FULLY ADHERED KAI--1v1LZt7 A f`l> WALL SECTION PRESSURE TREATED 2 WOOD NA I LERS TO MATCH HOT. OF INSUL. FULLY ADHERED TPO ROOF SYSTEM OVER POLY 150. INSUL., SEE 5HT. A5.0 (SEE 5PEGIFIGATIONS) SCALE 3/4"= 1'-0" 1 SEE TYP. PARAPET DETAIL I/A6.7 FOR ROOF GONSTRUGTION 51M. Ab.rt ot TOP OF GMU IT-4" E.I.F.5., 1 1/2" THICK •:'!�` (SEE 5PEG5) �I I PROVIDE PEEL-N- STIGK SELF SEALING MEMBRANE AT PLATFORM 8 RETURN UP WALL FULL HEIGHT I ot T.O. GANOPY 14'-2 1/2" --—-—--—-—--—- ------ - -- 8" REINF. GMU W L WITH FOAME IN PLACE I NSULA ION, TYP. Pb T.O. CANOPY E GE I �I �I of H.O. GANOPY/ 10'-b 1/2" •P' SEE 6/A6.5 FOR DIMENSIONS OF VAT TUBE ENCLOSURE 4'-8 1A5 GONT. MEMRANE �\ REINF. PER MANUF. (SEE SPECS) VENTED ROOF ACCESS r \ tt LOGK HATCH (5EE 5PEG5) I 4 5/8" EXT. PLYWD. / SHEATHING ALL SIDES. o P.T. WOOD _ AROUND VAT TUB NAILER OPENING W/ FOAM I rSEAL SEALANT AND VERIFY LOGATION 6 MTL. STUD PROVIDE VIBRATION.— FRAMING (SEE 150LATORS TO STRUGT. FOR GONNEGT MOTOR FRAMING) TO BASE Cz N FULLY ADHERED TPO PLYWOOD ROOF SYSTEM OVER VAT PLATFORM POLYISO. INSUL., SEE MOTOR (SEE 5T UGT) SHT. A3.0 I I I PROVIDE R-21 BATT INSULATION I I -O" 2X4 GURB AROUND OPEN INO — — — — — --- — — — — — — — — — — — 12"xl8" OPENING IN DEGKINO BEYOND VAT TUBES GONT. RIGID INSUL. BD. E.I.F.S., 1 1/2" THIGK lU (SEE 5PEG5) _ SUSP. AGOUST. TILE GEILINO ~ IDT-15 EIF5 STARTER Q TRAC BY PLASTIC } GOMPONENTS A'CEILING HEIGHT .I$�-�- �O z GONG. BEAM - SEE STRUGT. SHTS. BOTTOM OF LINTEL z b8- v PROVIDE BACKER I P.T. WOOD NAILERS ROD AND SEALANT I (JAMB SIMILAR) O 2A Ab. 5/8" OYP. BULLET RESISTANT I BOARD RETURN INSULATING GLASS WINDOW BY BANK FIXTURE GONTR. I I TREATED WOOD 2 NA I LERS LINE OF OIL TOP OF WOOD NAILER5 I COUNTERTOP 3'-3 5/4" IH 51M I DRIVE -UP TELLER .b I i IOl CAST STONE SILL 5/5" GYPSUM OIL T.O. GA5T SILL WALLBOARD ON 1 1/2" 1-4: I I I I METAL 'Z' FURRINO AT 2'-0" O.G. W/ RIGID INSUL. BD. I I GONGRETE SLAB ON GRADE, SEE STRUGT. DWO'5 OL I I T.O. SLAB 0'—O" d a a I n a VA7� d VAPOR BARRIER \� 4da (SEE SPEGIFIGATIONS) GONGRETE FOOTING ° SEE STRUGTUAL ° WALL SECTION SCALE 0" GANTED ALUM. GOP I NO W< GLEAT — — — —► EA, SIDE FULLY ADHERED Ell 11111111111 110111 CONTINUE RIGID INSUL. BD. TO UNDERSIDE OF ROOF DEGK PRE-ENGINEERED TRUSS, SEE STRUGT. SUSPENDED ACOUSTICAL GLO. SEE SHT. A2.0 EXTEND OYP. BD.- 6 " ABOVE GE I L I NCB NOTE: ALL GYPSUM BOARD ON ALL EXTERIOR WALL5 SHALL BE MOLD RESISTANT TYPE. SEE SPEC, 5/b" GYPSUM WALLBOARD ON 1 1/2" METAL 'Z' ♦ — FURRINO AT 2'-0'' O.G. W/ RIGID INSUL. BD. LOHHY 103 8" REINFORGED GMU WALL WITH FOAMED IN FLAG INSULATION, TYP. GONG. SLAB ON GRADE, SEE . STRUGT. E.I.F.5., 1 1/2" THIGK (SEE SPEGIFIGATIONS) GONT. TIE BEAM (SEE STRUCTURAL DW65) E.I.F.5., 1 1/2" THIGK (SEE SPEG5) I" WIDE X 4" DEEP REVEAL, TYP 4 51 M. AND �th•1 OFF. HAND I I T.O. GAST STONE 51LL 3✓"f 1—i{ 11 I I I I I I I T.O. 5LAB d o O�_O,� ° VAPOR �' / �' i % % A�% i /� /'- /�� GONG. 51 DEWALK, BARRIER jA�� PAVEMENT OR d (SEE 5PEG5) / // d o as a V \� : V GRADE TO PITCH jX,/� AWAY FROM //� DW S. SEE CIVIL cRETE FOOTING SEE STRUGT. DWC'S WALL SECTION SCALE APPLIED AIR MOISTURE BARRIER (BEHIND ALL EIFS) OVER MEMBRANE FLASHING REINF. GMU (TYP.) FULLY ADHERED 51NOLE PLY MEMBRANE FLASHING. INSTALL PER MFR. 5PEG5. (EXTEND 2" ABOVE STARTER TRACK) BOND I NC ADHESIVE UNIVERSAL STARTER TRACK WITH WEEP HOLES D 15GS AND FASTENERS PROVIDED BY ROOF SYS. MFR. MELDED 5PLIGE Y1 II 1 A —1 ICn Cry l' 1A1—I � CANOPY FLASHING DETAIL NTH 5 ALUM. REOLET AND 'SPRINOLOK' COUNTER FLASHING INSTALL SMOOTH FAGE STONE VENEER TO AGGOMMODATE ROOFING MEMBRANE AND GANOPY FRAMING (TYP.) ROOF DRAIN (IN FOREGROUND) FULLY ADHERED ROOFING MEMBRANE ON ROOFINO BOARD OVER TAPERED RIGID INSULATION ON EXT. SHEATHING (TYP.) � CANOPY TS DRAIN LINE OUTRIGGER (SEE PLUMB.) AGM PANELS ON STRUGT. FRAMING (SEE STRUGT.) - TYP. P.T. SHIM AS REOV GONT. BACKER ROD 4 SEALANT (TYF) I I,a a, itt4tl`�' 3 CANOPY SECTION DETAIL SCALE 4 U) S a 0 w U w 0 Q. U) of 0 W z 7d Lo co 0 ce) c r� U-04 Q T E 00 cc Icc tl (D r) N Q 04 L m cc JJ r 0 CN T U z 0 0 U r w N I Florida Business license #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWNG TrrrE: WALL SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNU BER A6.4 ENLARGED DETAIL WRAP TPO MEMBRANE BEHIND EIFS NOTCH EIFS FOAM TO APPLY SEALANT (TYP.) FULLY ADHERED TPO ROOF I NO MEMBRANE EXT_ SHEATHING ON STRUGT. MTL. FRAMING (T)P.) SCALE C1 /� 1 1/2"= F-0" ]�'J�,L�I THICKENED EIFS BANDING W/ ALUM. GOPING AT TOP OF PARAPET (ABOVE) /// 8� �211 GMU @ PARAPET WALL (BELON) — FULLY ADHERED -- TPO MEMBRANE - — — — OVER 8" RE I NF. I� r— -7 F— — — h GMU (TYP.) L& III FACE OF EIFS BELOW ALUM. PARAPET GOP11S� BELOL� — — 1 1/2" EIFS SYSTEM ON APPLIED L — — — — — — — — MOISTURE BARRIER OVER EXT. SHEATHING d STRUGT. MTL. FRAMING *TYP) PARAPET PLAN DETAIL SCALE 1 1/2"= 1'-0" 8 SECTION AT ACM ROO STL. PANEL BEAM SUPPORT FRAMING METAL GAP /----T.O. GANOP-T-Jh el 14'-2 1/2MV UPPER FASG I A PANEL - FIN15H TO MATCH 5W & 10& LATTE' (51JBM IT SAMPLES FOR APPROVAL) MIDDLE FA5GIA PANEL FINISH ALPOLIG 'MTLG PEX PEWTER' (SUBMIT SAMPLES FOR APPROVAL) B.O. CANOP'(Jk 10'-b 1/2" MV PRE-FAB GANOPY LOWER FASG I A DECK PANEL ALPOLIG GVB BLUE FINISH (SUBMIT SAMPLES FOR APPROVAL) GUTTER GANOPY STL. COL. BEYOND, BY CANOPY GONTR.- PAINTED BY GC, -SEE SHTS. A4" 1 It A4.2 FOR COLOR 51NOLE PLY ROOFING OVER 1/4" DENSDEGK ROOFBOARD OVER TAPERED RIGID INS. ON EXT. SHEATHING AND STRUGT. MTL. FRAMING (SEE STRUGT.) WRAP TPO MEMBRANE OVER STRUGT. FRAMING AGM PANELS (ALPOLIG MTLG PEX PEWTER' FINISH) OVER METAL FRAMING AGM PANELS (ALPOLIG 'GVB BLUE' FIN15H) OVER METAL FRAMING AGM PANELS (DARK BRONZE FINISH) OVER METAL FRAM I NCB GONT. BAGKER ROD SEALANT (TYP.) F/DRIP EDGE ii,�1'_O.. 7 R4.5 55 STL. PANEL BEAM SUPPORTS METAL GAP FRAMING T.O. GANOPYjJh 14'-2 1/2 I UPPER FASG IA PANEL - FINISH TO MATCH 5W 6100 'LLTTE' (SUBMIT SAMPLES FOR APPROVAL) MIDDLE FASGIA PANEL FINISH ALPOLIG 'MTLG PEX PEWTER' (SUBMIT SAMPLES FOR APPROVAL) B.O. GANOPY jJh PREFAB CANOPY DECK GUTTER LOWER FASGIA PANEL ALPOLIG GVB BLUE FINISH (SUBMIT SAMPLES FOR APPROVAL) LINE OF DOWN SPOUT INSIDE STL. COL. GANOPY 5TL. GOL. BEYOND, BY GANOPY GONTR"- PAINTED BY GG-SEE SHT5. A4.1 4 A4.2 FOR DOLOR I ROOF DRAINAGE LEADER, SEE 5HT. A 1.1 I GONG. ISLAND GONG. ISLAND BY SG I BEYOND DRIVE SLAB GONG. DRIVE SLAB GONG. PAVING PAVING a. d v d 4 d I I v d ' I d d d - ° vd d d d d IQ. c d d �\ STL. BASE PLATE d ' GONG. FOOTING ° U . .a°a ° GONG. FOOTING i 1 BEYOND ad a I I L — — — — — — — — — — - J CANOPY WALL SECTION 3CLE1,o„ 1 CANOPY WALL SECTION SCALE 3 1 0 1 1/2" THICK E.I.F.S. OVER 8" GMU WALL 5TAINLE55 STEEL VAT TUBE SLEEVE WITH FLANGE SEALED TO EIFS PROVIDE 5ELF-ADHERING SHEET UNDERLAYMENT AT PLATFORM 6, RETURN UP 4 WALL FULL HEIGHT \IHAND FLASHING FROM BLDGF WALL OVER TOP OF PREFAB GANOPY-SEE DET. 5/A(b.5-----­, B.O. CANOPI' I -O" Ob B.O. EIF5 BAND 10'—b 1/2" METAL GANOPY PANEL— SEE GANOPY — DRAW I NG5 1 1/2" THICK E.I.F.5. SYSTEM VAT TUBE SLEEVE DETAIL VENTED ROOF AGGES5 HATCH SEAL AROUND VAT TUBE OPENING W/ FOAM SEALANT � VERIFY LOCATION IN FIELD PROVIDE VIBRATION ISOLATORS TO GONNEGT MOTOR TO BASE -5/511 -PLYWOOD PLATFORM ON b" METAL FRAMING ON ROOF DECK PROVIDE P-21 INSUL. BATT INSIDE PLATFORM 12"XIb" OPENING THRU ROOF DECK VAT TUBES U) V 0- 0 Lu • x -ti •� 8" GMU WALL U Lu +' �� •� •'::'v �'« 1 1/2'' EIFS GORE DRILL THRU •"0 ,�:=s; ••': O WALL FOR VAT . s: %' ' :'"','v TUBE SLEEVE ,ti:•.• t �: "t FASTEN FLAN. z k�:' :��•-• TO G.M.U. •—�ti'`'..�:':. TWILL—SEALII PRE— .• . ••�•+i":. �'• COMPRESSED EXPAND I N6 FOAM SEALAN PVC WALL SLEEVE VAT TUBE W1TH FLANGE - ; ••.rr "WSPVG" AS MFR'D • �� BY METRAFLEX (OR LAP STO 60L EQUAL) PROVIDED FILL W/ STO AND INSTALLED BY DETAIL MESH 6.G. ONTO SLEEVE SCALE 3 ENLARGED DTL. NTL 4 TYPICAL WALL 6ON5T.- 5EE WALL 5EGTION5 TYPICAL EIFS FINISH WALL SURFACE- TRIM BACK SIDE AS REOD TO CLEAR FLA5HIN6 A55EM13L( IDT-15 EIFS STARTER TRACK WITH VEEP5 BY PLASTIC COMPONENTS Z�7 SOLDERED 5.M. END DAM5 00 ADJU5TABLE 2-PIEGE 0.05" PREFINI5HED ALUM FLA5HIN6 WITH HEMMED EDGE. PAINT EPT-b. ANCHOR FLA5HIN6 AT EACH 5TUD LOCATION 3 �K 1 1 2" rAl U) O Y Z Q J J_ 0- W N LD m cQo v m � a' M LL N rt3 C7 a � co U_ m c� rn a) (v m CV a� N w N �n cri Co CO w r 0 C'V r m as U m U) z O O U r w N T T TREATED GONTI N. GA5KETED ALUM. SHEET r WOOD NAILER METAL 5GREH5 AT 8" \ ANCHORED TO z T T.O. GANOPY FRAMI N6 BEHIND O.G. T — a FASG I A 12'40 I/2' Florida Business License #: AAC001619 PREFINI5HED ALUM. 0.04" FLASHING WH 0.05" GONT. CLEAT RegsteredArchitect: Kenneth Cowart AND DRIP- PAINTED TO MATCH EIF5-SINGLE GONT. PIECE FOR FULL FLASHING LENGTH PROVIDE SOLDERED END DAMS AT This drawing is the property of Associated Space • i SEALANT FLASHING ENDS I I Design, Inc. and is not to be reproduced or copied in I n whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction PREFAB METAL DRIVE —UP GANOPY— processes may alter the accuracy of original drawings. TYPIGAL EIF5 FIN15H VERIFY FINAL FLASHING GONFIGURATION HALL SURFAGE WITH APPROVED CANOPY SHOP DHCGS. Associated Space Design, Inc. zoos DRIVE —UP CANOPY FLASHING DETAIL SC 5 5 1/2" DIA. RIGID 4 1/2" DIA. FLASHING 4 1/2" DIA. GMU AIR LINE OUT VAT TUBES ABOVE RIGID AIR WALL-5EE TO VAT LINE OUT DTL. 3/A6.4 TO VAT IFIF] ❑ ❑ ❑ ❑ ❑ r ' 1 1/2" E.I.F. r-------- - -_ -----� O E� OTO OTO i O TO TO �' Ea. 8" GMU WALL - J - LINE OF VENTED _ No: DATE: REMARKS: AGGES5 HATCH O c� OPENING ABOVE -I _I REVISIONS: - ) I —O" -oil II II Oil II-0 1 i - DRAVONGTHTE: � � z BLOWER MOTOR -! WALL SECTIONS ENGLOSURE 6'-3, 1/2" � \ Iwo AND vv V DETAILS ROOF MEMBRANE IPROVIDE 2"X8" PROJECrNO.: ISSUE DATE: PROVIDE FOAM SEALANT OPENING IN FLOOR 50568.12 07.15.2011 EO EG AROUND VAT VIF DRAWN BY CHECKED BY kc. kc. �J SHEET NCRvBER SCALE A6m5 2 VAT TUBE ENCLOSURE DETAIL 1/2"=V 6 LINE OF GAST STONE VENEER BELOW 1 1/2" E.I.F.5. SYSTEM - 5TO GOLD GOAT OVER 1=XTRIr)P r.Mll TYPIr.AI L I NE OF CAST STONE WATERTABLE BELOW 5" REINFORGED GMU WALL W/ FOAMED IN PLAGE INSULATION 1 1/2" METAL 'Z' FURRING AT REFER TO STRUGT. DWC�S FOR 2'-0" 0. G. W/ RIGID INSULT REINFORGING REQUIREMENTS T`rF. EXTERIOR NALL SEGTION AT EIFS GAST STONE VENEER OUTLINE OF CAST STONE WATERTABLE ABOVE MORTAR BED b" RE I NFORGED GMU WALL W/ FOAMED IN PLACE INSULATION STO GOLD GOAT OVER EXTERIOR GMU TYPICAL 71/// ---------------- ---- ---- --- -- /_/ ------ --- o-------------------------------------- ------ _----------- •t t .J • d ° '� A e. w . Jr. - • i • is -! .. 5/8" GYP. WALL BOARD ON IDT-15 EIFS 5TARTER TRAG BY PLASTIC GOMPONENT5 d- PROVIDE —� BACKER ROD � SEALANT DETAIL IA STO GOLD GOAT EIFS SYSTEM UNIVERSAL STARTER TRAGK WITH WEEP HOLES MTL FLASHING GA5T STONE- WATERTABLE MORTAR BED GAST STONE STO GOLD GOAT DETAIL IB HIM"N 1 1/2" METAL 'Z' FURRING AT REFER TO STRUGT. 2'-0" O. G. W/ RIGID INSUL. FOR REINFORGING REQUIREMENTS T"rP I GAL EXTERIOR MALL SEGTI ON AT GAST STONE VENEER WALL DETAIL E.I.F.S., SYSTEM, 1 1/2" THICK 4B SELF ADHERING b SHEET UNDERLAYMENT OVER ENTIRE FACE OF PLYWOOD. a a 5/5" EXTERIOR o GRADE PLYWOODIJ 4 $ BOTT. OF LINTEL . a d PROVIDE BAGKER I T- ROD 4 SEALANT I IA b 77 N � I I I I I I I I (I CAST STONE I I I I I SILL II I SELF ADHERI NS SHEET UNDERLAYMENT - - - OVER ENTIRE :;j FACE OF PL rNOOD SCALE 11/2"= 1'-0" PRE -FINISHED METAL COPING WITH GONT. GLEAT AND DRIP EXT. GRADE PLYWOOD EXTEND ROOFING UP FULL HEIGHT OF PARAPET AND OVER b TOP OF BLOCKING FASTEN THRU FLASHING T.O. MTL. STUDS _ �_ - - - W/ NEOPRENE WASHER PER MANUF. SPECS, TO - ALLOW FOR THERMAL MOVEMENT GONT. TREATED WOOD RETURN STO 'GOLD GOAT' BLOGKIN0 ANCHORED UNDER BLOCKING TO FRAM I NO I I SEALANT SEALANT - EXT. GRADE PLYWOOD EIF5 ON CHANNELED ADHESIVE ON STO 'GOLD GOAT' AI R/MO I STURE BARRIER OVER EXT. SEE ROOF PLAN 5HT. SHEATHING. A3.0 FOR TYP. ROOF GON5T. NOTES DE CORNER ROOF HIND MEMBRANE SITION FROM HORIZ. TO AT PARAPET PER ROOF RECOMMENDATIONS FLASHING MEMBRANE WELDED TO FULLY :RED ROOF MEMBRANE GONT. TREATED WOOD BLOCKING ANCHORED TO FRAMING T.O. GMU s 111-4" PARAPET DETAIL SCALE 5 PARAPET STEP DETAIL IDT-15 EIFS 5TARTER TRAG BY PLASTIC COMPONENTS E,I.F.S., SYSTEM PROVIDE p 1 1/2" THICK BACKER ROD SEALANT DETAIL I L Z PROVIDE BAGKER 4 ROD AND SEALANT "_ TT. OF GONG. BEAM � e ° . ; :, �... . .: "a . '. ...:.$ �" ..;a GYPSUM WALLBOARD ON 1 1/2" METAL 'Z' FURRING AT 2'-O " O.G. W/ RIGID INSULATION. CONCRETE BEAM - SEE STRUCTURAL SHEETS. P.T. BLOCKING AS REQUIRED. IDT-15 EIFS - STARTER TRAG BY PLASTIC GOMPONENT5 PROVIDE BACKER RO SEALANT,SYSTEM, 1 1/2" THICK - DETAIL 3 _ 5/&" GYPSUM WALLBOARD ON 1 1/2" METAL 'Z' FURRING AT 2'-O" 0. G. WITH RIGID INSULATION. GONG. BEAM (5EE STRUGT.) TRIM (3 51 DES) DIEBOLD 163-60 DEP051 TORI' AND 2i 1-30 GHEST BY BANK EQUIP. VENDOR. GYP. BOARD -TYPICAL. 2 1/2", Ib GA METAL STUDS 12" O.G. Y 5/8," GYPSUM BOARD 2 1/2", INSULATION BATT5 2 1/2", 15 CA METAL STUDS THICKENED GONG. SLAB ON GRADE, BELOW NIGHT DROP VAULT - SEE STRUGTURAL d � a Q d L Q d Q ad d d Q i \\\/� AFTER HOURS DEPOSIT (AHD) SECTION ALE ii,1'_0" 2A SHIM AS REQUIRED .6 GYP. BOARD RETURN RETURN STO 'GOLD GOAT' BULLET RESISTANT OVER BLOCKING INSULATING GLASS WINDOW BY BANK FIXTURE GONTR. DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. FRAME BEYOND INTERIOR EXTERIOR P.T. 2 x ND. BLCKG. SOLID 5URFAGE WINDOW SILL A5 REQU I RED TRAN5AGTION DRAWER BY 4" GMU COURSE BANK EQUIP. VENDOR - NIG. RETURN 5TO 'GOLD GOAT' OVER ° BLOGKING IB 51M. T.O. b" GMU \ TRAN5AGTION 2�_4�� \ DRAWER BY BANK EQUIP. VENDOR - - NIG. I - 1 OPEN FOR WIRE ACCESS 5/b" GYPSUM 4A WALLBOARD ON b.b — 1 1/2" METAL 'Z' FURRING AT 2'-O" O.G. W/ i RIGID INSUL. I GONG. SLAB ON GRADE, 5EE STRUGT. Q d d . Q Gd 4 d a d 7/ 1 I TRANSACTION DRAWER SECTION 45 o d, d a PROVIDE BAGKER ROD AND SEALANT / BOTT. OF LINTEL d 5,_411 3A GMU LINTEL - S E Ab.b STRUCTURAL 5 EETS. RETURN 5TO 'G LD GOAT' OVER BLOGKIN - BOX r- O I T.O. GMU E.I.F.5., SYSTEM, 1 1/2" THIGK CV IB 51M. bb GAST STONE SILL I T.O. GAST 51LL I I' -a.. cn I 1 — 4A / / T.O. 5LAB a Q a a a Q a. SCALE 2 PACKAGE RECEIVER SECTION FA5TENER5 PER ROOF SYSTEM MANUF. FULLY ADHERED ROOFING MEMBRANE b" GMU (SEE STRUGT. DW65) LSCALE � Y=1' ,5" REINFORCED GMU WALL, SEE STRUGT. 5/8" GYPSUM WALLBD ON 1 1/2" METAL 'Z' FURRING AT 2'-0" O.G W/ RIGID INSUL. - P.T. BLOGKING AS REWIRED. - UPPER GABINET PAGKA6E REGE I VER PROVIDED BY BANK EQUIP. VENDOR 4 INSTALLED BY C.G. VERIFY 51ZE AND INSTALLATION WITH VENDOR. P.T. BLOGKING AS REQU I RED. GOUNTERTOP AND BAGKSPLASH &" REINFORCED GMU WALL W/ FOAMED IN PLAGE INSULATION GAST STONE VENEER 5/8" GYPSUM WALLBOARD ON 1 1/2" METAL 'Z' FURRINS AT 2'-0" O.G. W/ RIGID INSUL. GONG. SLAB ON GRADE, SEE STRUGT. a. a c dA < SCALE 1 1/2"= 1'-0"Vi o r7 cn ry m LL N � m acc r ) � LL CN a� ors c� @ CO Lu F- 0 CN � CV U r CL z a Z5 W a) LL a', C6 U ar H LU > U W U) � U L 11 E Gas Q c o� c`) Om a o W ~ o Z = e M Q � UJ U) Ul U) Y Z Q U) J J U)_ z = o 0 !� U W IN Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: j, a REVISIONS: DRAWING TITLE: 0 SECTIONS N AND DETAILS, C Y PR07ECTNO.: ISSUE DATE: m 50568.12 07.15.2011 v re DRAWN BY CHECKED BY: N cn kc. kc. SBEET NUNDER: d Ci co A6,l "D 9 IV 2X PRESSURE TREATED ND. BLKG., ANCHOR TO GMU PRE-F I N I SHED - ALUM. GOP I NO W/ N GONT. CLEAT T.O. GMU YARZI E5 = z V x FLASHING TO BE INSTALLED OVER TOP OF WOOD BLOGKI NG AND DOWN FAGS OF WALL 2" MIN. E.I.F.S., SYSTEM, 1 1/2" THIGK NOTE: APPLY STO GUARD AIR/MOISTURE BARRIER ON OUTSIDE FAGS OF ALL GMU BOND BEAK, SEE STRUGT. 8" REINFORCED — GMU WALL WITH FOAMED IN PLAGE INSULATION, T-T-P. SLOP 3 PRESSURE TREATED ND. SHIMS AS REOU I RED RETIRN STO 'GOLD GOAT' UNDER BLOGKING GONT. CLEAT =W CVz LLI _> - FULLY ADHERED SINGLE PLY MEMBRANE FLASHING. INSTAL PER MFR. SPECS. - ANGHOR BOLTS (SEE STRUGTURAL) FULLY ADHERED SINGLE PLY TPO ROOF SYSTEM OVER PO-YISO. INSUL. SEE 5HEET A3.0 —� SELF ADHERING SHEET UNDERLAI'MENT (EXTEND DOWN FASCIA 4") FIELD FOLDED PANEL END GONT. ALUM. DRIP EDGE GUTTER STRAP I GUTTER 0 0 1 GONT. ALUM. FASCIA WRAP- DISGS AND FASTENERES PROVIDED BY ROOF SYSTEM MANUFAGTURER PARAPET DETAIL SCALE D ETAI L 3"= 1'-0" " EIF5 ON UNIVERSAL STA TRACK (TYP.) - GONT. BAGKE OD SEALANT (TYP.) APPLIED VAPOR BARRIER ON GMU 5 I/8" BRIGK TIE CUSTOM GAST STONE SILL (MATCH SILL IN FINISH AND COLOR), . STONE VENEER (TYP.) WATERTABLE DETAIL CALE 4A 3 P-0„ E.I.F.5., SYSTEM, = 1 1/2" THICK-5/411 4B cn _I b 4A AGKER ROD A D SEALANT Ab.1 5/8" GYPSUM WALLBOARD ON 1 1/2'' METAL 'Z' FURRING T.O. CAST STONE - AT 2'-0" O.G. WITH 3'-4" 1 1/2" RIGID INSULATION. GA5T 5T0 1 12" REINF. GMU WALL WITH WATERTABL FOAMED IN PLACE 4" CAST STONE INSULATION, TYP. - REFER VENEER TO STRUGT. DW6'5 FOR REINF. REGU IREMENT I" AIR GAP MASONRY VENEER 4A WALL TIES, SEE b STRUGT. APPLY 5TO GUARD 5.5. FLASHING AIR/MOISTURE BARRIER ON OUTSIDE FAGE OF ALL GMU HEAD JOINT VOID (TYPE WEEP5 AT 32" O.G. GROUT SOLID GONG. SLAB BELOW FLASHING N GRADE, SEE STRUGT. SLOPE ot T.O. GONG. SLAB O'-011 4 .. d . ,. 4 °4 d' EXPANSION JT. e MATERI AL GONG. SIDEWALK, VAPOR BARRIER PAVEMENT, OR (2) LAYERS GRADE. PITCH - AWA1' FROM BLDG. SEE CIVIL 4" GMU, SEE 4_d STRUGT . d4 4i6. m GONG. FTC., d ` 4 ...a . . SEE STRUGT. as d WAINSCOT DETAIL 4 11C�01, PRE-ENGINEERED TRUSS, SEE STRUGT. R-30 BATT INSUL . T.O. GMN/ All TRU55 BEARING TYP. TOWER ROOF CONSTRUCTION: ASPHALT SHINGLES OVER SELF ADHERING SHEET UNDERLAYMENT OVER EXTERIOR GRADE PLYWOOD SHEATHING PRE-ENGINEERED TRUSS, SEE STRUGT. A l l 11 .f 1 t 11 11 i^ i I- I- I I ' II 1 � Ll P.T. 2x8 NAILER P.T. 2x8 FASCIA RIP DOWN TO 6 5/41, SCALE 2A 3"= 1'-0" Y 20'-011 R-50 BATT I NSUL.- BATT INSUL. SHALL BE INSTALLED BEYOND OUTSIDE FACE OF GMU WALL, TYP ' BOND BM. (SEE STRUGT.) 8" REINFORCED GMU WALL W/ FOAMED IN PLACE INSULATION - D 15G5 AND FASTENERS PROVIDED BY ROOF SYSTEM MANUF. PICAL FOR ALL SIDES) ROOF OVERHANG DETAIL 5'-0" FROM FACE OF GMU TO END OF TRUSS R-50 BATT INSULATION T.O. GMU/ 7RU55 BEARING 20'-011 N SCALE 1 1/2"= 1'-0" EIF5 PROJEGTION BAND 2 5/8" EXTERIOR GRADE PLYWOOD, SEE STRUGT. ASPHALT SHINGLES o EIFS BAND I 1 I 1 I I 4" WIDE GONT, ALUM. VENT W/ FLANGES AT 2A PERIM. OF ROOF, PAINT TO MATCH SOFFIT A6.� DIRECT APPLIED AGRYLIG FINISH SYSTEM OPP. N ON 5/8" DENS 5LA55 GOLD SHEATHING HAND -' (SEE 5PEGIFIGATIONS) GONT. SEALANT PREFINISHED ALUM. GLAD FASCIA k WRAP TO BE INSTALLED OVER 2x 1 1/2" FASCIA (COLOR TO MATCH GUTTER) 1 1/2" EIFS SEE A4.2 FOR PAINT COLOR PREFINI5HED ALUM. GUTTER SYS. AT PERIMETER OF TOWER ROOF (SEE A4.2 FOR GO EIFS STARTER TRAG W/ WEEP5 I FULLY ADHERED SINGLE PLY TPO FLASHING (EXTEND 2 " ABOVE STARTER CHANNEL) z FULLY ADHERED SINGLE PLY TPO ROOFING SYS. SEE SHEET A3.0 d� CRICKET, SEE ROOF PLAN ON SHEET A5.0 FOR LOCATIONS \ PRE-ENGINEERED ROOF OVERHANG DETAIL SCALE 1 1/2"= 1'-0" 5 F5 SYSTEM, 1 " THIGK - 5 1 /2 " 4" POLYSTYRENE SHAPE W/ A _\ — F I N 15H 5YSTEM aL N 8" REINFORCED GMU WALL WITH - z FOAMED IN PLACE INSULATION, T-T-P. ob B0TT OF 5ANDIN6 la -re, 1/2" 1 / GONT. DRIP BEVEL EIF5 5Y5TEM, I I/2" THIC,<-7z EIFS BAND DTL. SCALE 11/2"= 1'-0" 411 t E I F SYSTEM, 4" T K POLY5T ENE SHAPE W/ RYL G FINISH 5YST 8" REINFORCED GM WALL WITH FOAMED = IN PLACE I NSULATI ON�- -_Q TYP. Ln + -- 4 Q 3 r\ BOTT OF BANDING 411 - - I � 1/21, BAGKER ROD AND SEALANT JOINT CUSTOM HEIGHT TOP COURSE OF / CAST STONE VENEER 4" CAST STONE VENEER 5/8 I I I EIFS BAND DTL. SALE 1 1/2"= 1'-0" FULLY ADHERED SINGLE PLY TPO ROOF 5YSTEM cra v x CL 9 0 Lu 3 L) Lu x U a o_ fZ Lu z ROOF DRAIN DETAIL Si,ALE 1'_0" 3 P.T. WOOE' GONT. BA( ROD AND SEALANT ADDITION FLASHING - LAYER Of ROOF MEMBRAT, PRIMARY MEMBRANE DUCT WALL 0 Q Lo C7 Q 00 1 0 'Cr m N co C'i LLLL N W co a00 CcLL 0 c4 � N > e". Q� cv N U-J cri �— m Lu cs T C -L @ p m u- m cri U m > N ro ICU U LL m Izp xm � U M O cn C (n U) z O 2 2 O U 0- Lu N RETURN BOTH PRIMARY AND 5EGONDARY LAYERS OF v" ROOF I NC MEMBRANE BEHIND BLOGKING I IV✓VJ_/'l I IVIV DUCT JAMB SCALE 3"— 1'-0" Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart 9 This drawing is Associated Space the property of Design, Inc. and is not to be reproduced or copied in whole or in art. It is not to be used o n an other project p Y P 1 and is to be returned upon request. Scales as stated FULLY ADHERED herein are for reference only as normal reproduction ROOFING MEMBRANE processes may alter the accuracy of original drawings. OVER 5/8" PLYWI7. Associated Space Design, Inc. 2006 SHEATHING (TYP.) GONT. BEAD OF SEALANT SIRDER TRUSS BEYOND P.T. 2x BLOGKIN6 7 PROVIDE GALV. METAL FLASHING W/ GONT. P.T. I x4 ON ALL BEAD OF WATERBLOCK SIDES SEALANT TO DIVERT OF OPENI NC WATER AWAY FROM OPENING. EXTEND 2 CONTINUE _ EA. WAY BEYOND DUG T ROOFING FASTEN 8" O.G. MEMBRANE COORDINATE OPENING THRU OPENING BAGKER ROD $ WITH DUCT SIZE - SEE RETURN UP SEALANT MEGH. DWO'S FOR DUCT BLOGKING, SIZE (TYP.) INSTALL PER MFR'S 5PEG5 FOR PROVIDE BAGKER THIS ROD $ SEALANT I CONDITION AROUND ALL SIDES OF OPENING (TYP.) A6.7 z Q GIRDER TRUSS BEYOND DUCT THRU WALL ii, 8 NO: DATE: REMA J<S.: REVISIONS: DRAWIL iG TITLE: SECTIONS AND DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY kc. kc. SHEET NLT vMER- A6m7 ■ TRUSS TRUSS 3'-011 6„ LOGK RETRACTABLE2 SAFETY POST ROOF HATCH N/ ROOF HATCH I NTEO RAL GAP INSULATED COVER FLASHING AND GURB — TREATED WOOD BLOCKING AS READ _ r ° k, J IN5UL AND ROOF OPENIN iN DECK- SEE TYP. REINFORGEMENT WALL SECTIONS ho DRAWINGS IIH WOOD TRIM S.M. ANGLE ANGHORED 0 3 _4 TO DECK FOR 6'(P. BD. ANGHORA&E LADDER -SEE PLAN BELOW WOOD TRUSSES FRP ALL 4 AND HEADERS AT SIDES FULL ROOF OPNG-SEE HEIGHT OVER 5TRUGTX5HT5 OYP. BD. 0 STEEL LADDER: 2 I/2"x3/8" FLAT STRINGERS W/ 0 3/4'' D I A. RUN55. ATTACH TO WALL $ FLOOR BRAGE STUDS TO N/ 2 I/2 "x I /8" 'L' STRUCTURE AS READ SHAPED BAR 0 BRACKETS. BOLT LADDER TO DBL. 2x ND. BLK'O BAGK-UP IN WALL. 0 0 O _I 3/8"x2 1/2" BENT PLATE FLOOR BRAGKET BOTH SIDES WITH ANCHORS DBL. 2x WOOD INTO FLOOR SLAB_ L NE OF ROOF HATCH BLOCKING ABOVE CONT. 3/8"x2 I/2" 0 SIDE RAILS. EASE ALL CORNERS 3/8"x2" BENT PLATE WALL 3/4" DIAMETER BRACKET AT TOP, - STEEL RUN65 AT ABOVE FLOOR, Q 12" O.G. WELD TO AND AT 48" O.G.- cv SIDE RAILS ANCHOR TO STUDS LADDER ASSEMBLY TO BE DOUBLE STUDS AT L PAINTED SAFETY( LADDER SUPPORT - - 0 YELLOW BRACKETS cv RP OVER GYP GYP. BD. cv BOARD PARTITION PARTITION LADDER PLAN VIE. ACCESS LADDER DETAIL SCALE41'_0" 1 (EXTERI OR) zw LV V L�11�SU►11,1�1 LN& (INTERIOR) 8„ D01-1 FLAN V I E� MOTORIZED SHADE (ABOVE) CONDUIT STUB -DOWN TO BE 5" FROM EDGE AND I" FROM WINDOW FRAME. COORDINATE W/ WINDOW SHADE MFR. WHIP AND OUIGK GONNEGT BY SHADE MFR ALUM AND GLASS WINDOW LOCATE SHADE .FUNCTION BOX ON NALL ABOVE GEILING POWER OPERATED NINDON SHADE - SEE PLANS FOR LOCATIONS GYP BOARD NINDON RETURN NINDON SILL NOTE: SEE ELEG SHEETS FOR NINDON DETAIL DETAILED ELEG. INFO SCA WINDOW SHADE DETAIL NT.SF 3 I 6ASKETED FASTENER AT 12" O.G. MAX. PRE -FABRICATED INSULATED METAL GURB, TYP. FASTENER AT 12" O.G. WITH 51NCLE PLY ROOF SEALANT. SEALANT REQUIRED ALONG ENTIRE EDGE OF GURB FLANGE 8" ol TPO MEMBRANE OVER EXT. SHEATHING 2 1/2'' STRUGT. _ TPO ROOFING MEMBRANE OVER I/4" FRAMING (TYP) - DENSDEGK ROOFE30ARD OVER TAPERED RIGID INS. ON EXT. SHEATH I NG AND METAL = i FRAMING � l AGM PANELS (MTLG PEX PEWTER FINISH) OVER l METAL FRAM I N6 I I I � NN -- ----------------- Ar-M PANELS (GVB III ___ BLUE FINISH) OVER ---- P METAL FRAMING 2" 4 P.� FROM WALL EXTERIOR: • 4" CAST STONE VENEER Z Z A v ALI ' • I" AIRSPACE • AIR $ VAPOR BARRIER • 8" RE I NF. GMU N/ FOAMED IN PLACE INSULATION • RIGID INSULATION BETNEEN 1-1/2" 'Z' FURRING • 5/8" GYP. BD. ACM PANEL PARAPET DETAIL SCALE 11/2" ROOF HATCH OR ROOFTOP A/G UNIT 24 GA. PRE-FINI5HED METAL COUNTER-FLA5HIN6 3" MIN.'AGE _ t 0" GURB FLASHING OR MEMBRANE BONDING ADHESIVE GONTINUOU5 BEAD OF WATERBLOGK V,ELDED 5PL I GE (SEE NOTES) SINGLE PLY MEMBRANE BONDING ADHESIVE ROOF INSULATION I WOOD NAILER SUBSTRATE NOTE: INSTALL METAL WORK IN AGGORDANGE KITH CURRENT SMAGNA RECOMMENDATIONS. CURB DETAIL 6"= F- 0" VENTED VAT AGGESS HATCH W/ IN5EGT 5GREEN ANGHOR BOLTS AS REQUIRED WITH SINGLE PLY ROOF SEALANT. SEALANT REQUIRED ALONG ENTIRE EDGE OF GURB FLANGE P-T. WOOD NAILER5 ot T.O. R001= PARAPET 1-611 SECONDARY ROOF FLA5HIN5 MEMBRANE HEAT WELDED TO FULLY ADHERED ROOF MEMBRA I--------------7 FULLY ADHERED ROOFING MEMBRANE I I I �Z ROOF FLASHING I O MEMBRANE TO (- TRANSITION FROM I LU Q HORIZ. TO VERT I Q AT PARAPET PER ROOF MFR. Q 0 REGOMMENDATIO o - 61RDER I - A.F.F. FASTEN PER MFR REGOMMENDATI O FULLY ADHERED ROOFING MEMBRANE 2 EDGE SECTION 6SCALE0 VAT HATCH CURB FLASHING MEMBRANE, EXTEND UP TO LOUVER BONDING ADHESIVE ROOFING FLASHING MEMBRANE ROOFING MEMBRANE WITH BONDING ADHESIVE ROOF FLA5HING MEMBRANE HEAT WELDED 5LoPF -RIGID INSULATION SLOPED AWAY FROM OPENING FOR POSITIVE DRAINAGE METAL STUD ROOF MEMBRANE W BOX BEAM BONDING ADHESIVE .EXTERIOR GRADE PLYWOOD VAT HATCH CURB DETAIL LED LIGHT FIXTURE (HINGE SET IN FULL BED OF SEALANT TO GOVER PILOT HOLE FOR FASTENER AGGESS) ALUM. FASTENER 4" LONG ALUM. T5 3x2x1/4" THICK (MILL FINISH) AT EACH FIXTURE H I N6E WATER BLOCK AP SEALANT TPO ROOF MEMBRANE OVER 1/4" DENSDEGK SLOPE DRILL HOLE FOR FASTENER AGGESS TPO FLASHING N/ SEALANT ALL LED LIGHT FIXTURE 1/4" ALUM. PLATE ITN BUILDEX 410 55 SELF -DRILLING TEK 10-16X1" @ 6" O.G. EDGES AP U ITN BUILDEX 410 55 SELF SEALANT 2" „ 3I a DRILLING TEK 12-14X3" FASTENER sLorE PLATE � P.T. 2x GONT. BLOGKIN6 AS REOV - ' TPO ROOF DETAIL SCALE 8 1 1/2" E.I.F.S. SYSTEM FILL WITH SEALANT GAL\/. METAL GLEAT SET IN BED OF SEALANT N/ FASTENERS g 4" O.G. m — MAX. INTO ND. BLK'G WELDED OALV. METAL SCUPPER SLEEVE N/ HEMMED EDGES - FINISH TO MATCH E MIN, 6" HIGH x 12" WIDE SCUPPER OPENING m OALV. METAL CLEAT SET IN BED OF SEALANT N/ FASTENERS ® 4" O.G. MAX. INTO ND. BLK'6 I 1 FILL WITH SEALANT 77 1 1/2" E.I.F.S. 51'STE EIFS BANDING SEE SHEET A6.-7 FOR DETAILS NOTE: PROVIDE SHOP DR,4WIN05 ALUM. ENCLOSURE-GROSSBREAK OR SLOPE FOR DRAINAOE INSULATE VOID TO PREVENT CONDENSATION SLOPE PIPES DOWN AND AWAY FROM HOOD ALUM. FLASHING RECEIVER HIGH -DOMED, GAPPED, OA5KETED FASTENERS (15" O.G. DEPENDING UPON WIND ZONE AND LOCAL GONDITION5; MINIMUM TWO FASTENERS PER SIDE) REMOVABLE ALUM. GOUNTERFLA5H I N67 2X BLOGKINO 401- l MEMBRANE (WRAP OVER OF VERT. 5TU TRAGK)ALE w oc w F— 9 DETAIL 10 3To., FULLY ADHERED SINGLE PLY TPO ROOF SYSTEM w Z Q c SEALANT, GONT. D FULLY ADHERED SINGLE PLY D TPO FLASHING D 0 REFER TO MFR. STANDARD SCUPPER DETAIL P.T. 2x WOOD BLOCKING (TYP) FULLY ADHERED SINGLE PLY TPO FLASHING PER MFR'5 REQUIREMENTS FULLY ADHERED 51 NOLE PLY TPO ROOF SYSTEM OVER POLYISO. IN5UL. SEE SHEET A3.0 m D � p n 0 D p g o. p TYP. OVERFLOW SCUPPER sC� 4 REFRIGERANT PIPE ENCLOS 6"= 1`-0" SCALE 7 6" = 1'-0" ALUM. FLASHING KITH HEMMED EDGE PROVIDE FOAM SEALANT TO PREVENT INSECT OR RODENT INTRUSION INSULATED REFRIOERANT LINES TPO CURB FLASHING TPO BOND I NO ADHESIVE FASTENERS PER MANUF. SPEG'S WELDED SPLICE TPO MEMBRANE TPO BONDING ADHESIVE x/\ "x j \ \X\ \ \ k \ �\ POLY150. INSULATION PLYNOOD DEGK U R E DETAIL 3 Teo„ 5 L0 m o cn 1� I N PL N €6 M a r U_ 0LL Q C m N Q NCN s N � m »- r co w � 0 N c � o v C6 0 n� m m Q E c) 0 m C C t m Q Y Cn tn U) Z Q J J z _ z = O o U 2 � 0-UJ } W INN Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS - DRAWING THLE: DETAILS 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. SHEET NUMBER A6m8 ALUMINUM CUR INSULATED I DRYWALL L I GI SHELF/SOFFIT LIGHT FIXTURE ELEG. G5 SOFFIT O FRAMINCc, PAIN ALUM. BRAKE STOREFRONT c ROD # SEALA ALUMINUM GUR INSULATED I' GAST STONE PROFILES (SEE &/A&.Ci) - TYP. FLASHING OVER SINGLE PLY ROOFING SINGLE PLY ROOFING OVER 1/4" DENSDEGK ROOFBOARD OVER TAPERED RIGID INS. ON EXT. SHEATHING AND METAL FRAMING TURN UP TPO SEAM FLASHING AND TPO ROOFING MEMBRANE AGM PANEL END GAP AT BOTH SIDES OF 8ll PARAPET SCUPPER 4 TPO MEMBRANE Ab. $ DRIP EDGE SYSTEM i AGM PANELS (MTLG PEX = �_ PEWTER FIN15H) OVER METAL FRAMING /4"AGM PANELS (GVB NBLUE FINISH) OVERMETAL FRAMINGif 13/4" i / FROM WALL EXTERIOR: 4" GAST STONE VENEER • I" AIR SPACE AIR 4 VAPOR BARRIER « 8" REINF. GMU W/ FOAMED IN PLACE INSULATION • RIGID INSULATION BETWEEN 1-1/2" 'Z' FURRING- • 5/8" GYP. BD. D CANOPY SECTION DETAIL AT TOWER I I I I L — Q I SLOPE: I/4" PER FT. (TYP.) FAI n GHA5E BANK SIGN BEYOND (PROVIDED INSTALLED BY SIGN GONTRAGTOR) FROM WALL INTERIOR: • 8" REINF. GMU W/ FOAMED IN PLACE INSULATION AIR 4 VAPOR BARRIER + EIFS ON CHANNELED ADHESIVE v GONG. TIE BEAM (SEE STRUGT. DWGS.) a 4 a B.O. GONG. BEAMdk 10'-8" 6" METAL FRAMING (SEE STRUGT. DWGS.) GHASE BANK. 51GN BEYOND (PROVIDED 4 INSTALLED BY SIGN GONTRAGTOR) CAST STONE PROFILES (SEE (9/A6.q) - T i P. 1 1/2'' EIFS ON EXT. SHEATHING STRUGT. FRAMING W/ BATT IN5UL. (TYP.) \SHINE (BEYOND) AGM PANEL END GAP TPO ON EXTERIOR SHEATHING OVER SLOPED MTL. FRAMING ALPOLIG AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ DRY SEAL JOINT SYSTEM - MTLG PEX PEWTER FINISH (TYP) TS CANOPY STRUCTURE (SEE STRUGT. DWGS.) ALPOLIG 'GVB BLUE' AGM PANEL AGGENT BAND ALPOLIG AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ DRY SEAL JOINT SYSTEM - MTLG PEX PEWTER FINISH (TYP) SCALE 1 1/2"= 1'-0" ` LAY IN CEILING TILE SYSTEM SECTION DETAIL AT TOWER 11 /`2" 1'-0" TURN UP SEAM FLASHING 4 r F TPO MEMBRANE (TYP.) 4 z 2 li ALUM. REGLET FLASHING II ROUGH FAGE STONE (BEYOND) r VENEER (TYP.) ....:r. TPO OVER TAPERED — — I SMOOTH FACE STONE RIGID INSULATION ON VENEER (BEYOND) EXTERIOR SHEATHING AGM END GAP AT a n SGUPPER ROOF DRAIN ��rnnnnnnm�� minllnlllurna` FITPH �,,._ ��� u. ROUGH FACE STONE 4 I I VENEER (TYP.) (BEYOND) --------------- -- -_ ALPOLIG AGM PANELS ('MTLG PEX PEWTER' FINISH) 5TRUG MTL_ ?�/ FRAMING (TYP.)ROUGH FACE STONE TS STRUGTURAL VENEER (TYP.)OUTRIGGERS (SALPOLIG ("GVB BLUE" STRUGT. DWGS_) FINISH) AGM PANEL ACCENT BAND ALPOLIG AGM PANELS ("MTLG PEX PEWTER" FINISH) CANOPY SECTION DETAIL SCALE 1 1/2"= 1'-0" 7 TURN UP TPO ROOFING MEMBRANE (BEHIND SEAM FLA5HIN6) TURN UP TPO SEAM FLASHING TPO SEAM FLASHING 1-1/4" HOT DIPPED GALV. ROOF NAILS F --- —— — — — — — AT 4" O-G- MAX- LL I/4"-I 1" CONTINUOUS BEAD OF SEALANT (REQUIRED) 1-1/4" HOT DIPPED GALV. ROOF NAILS AT 6" O.G. MAX. 2X TREATED WOOD NAILER ALUM. DRIP EDGEnMIN (PAINT TO MATCH AGM 'MTLG PEXPEWTER FINISH') a GONT.CLEAT I/2 AGM (ALUM. COMPOSITE I MATERIAL) PANELS W/ I I MTLG PEX PEWTER FINISH I I GAST STONE GAP AGM PANEL END GAP 4" GMU TPO OUIGKPRIME (TYP.) CONTINUOUS BEAD GONG. BEAM (SEE OF TPO GP SEALANT STRUGT. DWOS)— TPO MEMBRANE ALUM. DRIP EDGE DETAIL 6S'CALE0" 0 EIF5 SYSTEM (TYP.) UNIVERSAL STARTER TRACK WITH WEEP HOLES S.S. FLASH I NO W/ GONT. CLEAT INTEGRAL DRIP GONT. SEALANT CAST STONE PROFILE W/ INTEGRAL DRIP. SET IN MORTAR BED CAST STONE VENEER CAST STONE DETAIL GAST STONE VENEER HEAD JOINT VOID WEEP5 AT 52 " O.G. GONT. S.5. MTL. FLASHING W/ DRIP EDGE OVER TPO FLA,5 TPO MEMBRANE ON TAPERED RIGID INSULATION OVER EXTERIOR SHEATHING ON METAL FRAMING S C ALE 3"= 1'-0" SHELF ANGLE BEARING II'-V" FLASHING DETAIL 3 CLE A-0„ � Cq ca M U_ 6 n00 c ca'v cv aN N z 4 C6 U3 00 w r 0 W CN T Q. G 'a w > `L m (6 = 5 Q, U o Lu ~ c � U Li E ca U) MM © E o ~ LU z o C" �W 6 Q� tnY O Y z Q J J C/) _ z = 2 }, o a } W LU a. 3 IN N CHASE BANK SIGN BEYOND (PROVIDED 4 INSTALLED BY SIGN CONTRACTOR) GAST STONE PROFILES (SEE 6/A(9.a) - TYP_ FLASHING OVER SINGLE PLY ROOFING (TYP.) SINGLE PLY ROOFING OVER 1/4" DEN5DEGK ROOFBOARD OVER TAPERED RIGID INS. ON EXT. SHEATHING AND METAL FRAMING TURN UP TPO SEAM FLASHING AND TPO ROOFING MEMBRANE (TYP.) AGM PANEL END GAP @ BOTH ENDS OF PARAPET SCUPPER ALPOLIG AGM (ALUMINUM GOMPO5I TE MATERIAL) PANELS W/ DRY SEAL JOINT SYSTEM (ALPOLIG 'MTLG PEX PEWTER' FINISH) -TYP. ALPOLIG AGM PANELS (ALPOLIG 'GVB BLUE' FINISH) INTERMEDIATE AGM PANEL STIFFENERS a RETAINERS AS REQ'D r Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING THTF,: DETAILS PROJECTNO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNf 1NDER 2 SECTION DETAIL AT TOWER SCALE 1 1/2"= 1'-0" *(5) 54" STANDARDS GUT LENGTH AS REQD- ITEM # 3586 5/4" D I A. CONDUIT BAGK TO ALARM PANEL - BY GG. *(3) 16" MAXIMUM LOAD SHELVING 6' LONG GUT LENGTH AS REQ. ITEM # 5571 *0 5) 16" MAXIMUM LOAD BRAGKET5 ITEM # 3582-- q" THICK PLASTIC, LAM. BAGKSPLASH (FL-1). WALL BASE - TYPIGAL * GLOSETMA I D" MAXIMUM LOAD SHELVNO SYSTEM 800-874-0008 PROVIDE SHELF GAPS ON ALL GUT ENDS. 1 1/2" THIGK PLASTIG GOUNTERTOP (FL-1). SEE PLAN ON AI.I EQ. _._I6" ..I6" ..1611. -16" . _ -EQ• *(I) 80" HANG TRACK GUT LENGTH AS READ. ITEM # 3584 6*i = r-- f — N Ill 2 EQUAL LOCKABLE PLASTIG LAMINATE BASE GABINETS (FL -I) ELEVATION SEE PLAN ON AI.I (V.I.F-) PLAN ATM ROOM (w/o SD BOXES III 2'-1111 �I 311 PLASTIG LAMINATE UPPER GABINETS 5/4" THIGK PLASTIG LAM. BAGKSPLASH cv N= N. I PLASTIG LAMINATE O SINK APRON - - REMOVABLE WALL BASE (TYP.) PLASTIG LAMINATE BASE GABINET, DRAWERS AND 4" TOEKIGK (PL-1). 151,X 151,X&ID - 20 BA ADA N APPROVED STAINLESS STEEL SINK AND FAUGET NOTE: KEY ALIKE ALL GABINET LOCKS IN THIS ROOM SCALE /4" = V-0" 3'-0" .I'-3 . F.V. � II i I GO EM I _ Olt — REFRIGERATOR - SEE 3'-0 " 5' 311 EQUIP. SGHED. FOR MIN. 3 EQ. DRS ELEVATION MIGROWAVE - SEE S\PLANEQUIP. SGHED. FOR SEE PLAN ON DWO AI.I ON AI.I FO. PLAN NOTE: VERIFY 51ZE OF ALL EQUIP. PRIOR TO MILLWORK GONSTRUGTION. PROVIDE GOPPER WATER SUPPLY LINE FOR GOFFEE MAKER. VERIFY REQUIREMENTS WITH OWNER. LOUNGE ELEVATION SFF PI AN nN Al I *(I) 8O" HANG TRA GUT LENGTH AS RE ITEM # 3584 *(4) 54" STANDARI ITEM # 3586 *(4) 16" MAXIMUM L SHELVING 6LONG LENGTH AS REQ. ITEM # 3571 *(16) 16" MAXIMUM LOAD BRACKETS # 5552 *GLOSETMAID" MAXIMUM LOAD SHELVING SYSTEM 800-874-0008 PROVIDE SHELF GAPS ON ALL GUT ENDS. WIRE SHELVING - TYP. ELEVATION `77FF PI _AN ON Al I AT ROD SCALE 4 WATER HEATER ON SUSPENDED PLATFORM - SEE PLUMBING DRAWIN05 FOR DETAILS. MOP HOLDER BRACKET HOSE HOLDER BRACKET (2) 24" X 42 " X 160A STAINLESS STEEL SHEETS MOUNTED TO TWO WALLS. MOUNT WITH STA I NLE55 STEEL SCREWS. MOP SINK NOTE: MOP SINK, FAUCET, HOSE, MOP HOLDER BRACKET, AND HOSE HOLDER BRACKET PROVIDED AND INSTALLED BY PLUMBER. SEE PLUMB 1 NG DRAWINGS " IOP SINK PIN UP BOARD 48 x 36 BY OWNER LOCKABLE PLASTIG LAMINATE UPPER GABINE - GREDIT CARD MACHINE - BY OTHERS I MULTIFUNGTION DEVICE (MFD) - BY OTHERS GRED I T CARD MAGH I NE — BY OTHERS MULTIFUNCTION DEVICE (MFD) - BY OTHERS 1 1/2" THIGK PLASTIG LAM. COUNTERTOP 2 3/g 1y OPPOSITE WALL SECTION ELEVATION " .... t5 i=Q. I ELEVATION WALL BASE - TYPICAL 5/4" THIGK PLASTIG LAM. BAGKSPLASH LOCKABLE PLASTIG LAMINATE BASE GABINETS, DRAWERS AND 4" TOEKIGK (FL-1). WALL BASE - TYPIGAL II► • PRINTER ELEVATION A.G.T. GEILNS ® 51-611 c5YP. BD. SOFFIT EXTERIOR WINDOW — 7'-O"-BRACE TO STRUCTURE ABOVE AS REQU I RED AGOUSTIGAL GEILINO TILE MANUAL WINDOW SHADE dJ - NOTE: KEY ALIKE ALL GABINET LOGK5 IN THIS ROOM SCALE n PIN UP LINE OF BOARD SOFFIT @ 48 x 36 BY OWNER - -- -- II JI MBINATION LGD TV/DVD DYER ON MOUNTING ARM SHREDDED PAPER STORAGE - NIG ELEVATION SEE PLAN ON AI.I WALL BASE TYP. FLAN =7 SHREDDED PAPER STORAGE - NIG LOUNGE DETAILS 151-011 4011011vv 5 LOCKABLE PLASTIG LAMINATE UPPER GABINETS (PL-1). ADJUSTABLE PLASTIC. LAM. SHELF UNIT (PL- 3/4" THIGK PLASTIG LAM. BAGKSPLASH LOCKABLE PLASTIG LAM I NATE BASE CABINETS, DRAWERS AND 4" TOE KIGK (PL WALL BASE - TYP I G/ 3'-0" 3 EQ DOORS 3 E DOORS 6 4 A7-3 A73 III 5 I " A7.3 LOCKABLE PLASTIG LAMINATE UPPER Z//�:CABINETS (FL-1). :UNDERGABINET TASK LI6HT. SEE ELEGTRIGAL DWGS FOR ADDITIONAL INFORMATION 3/4" THIGK PLASTIG LAMINATE BAGKSPLASH 3/4" THIGK PLASTIG LAMINATE SUPPORT PANEL (FL-1). PEDESTAL FILE BY BANK FURNITURE -VENDOR - NIG KEYBOARD TRAY BY BANK FURNITURE VENDOR - NIG ELEVATION 5'-011 3 3/4" X 12" DOU& 8'-5 3/4" -6' MOGKETT BRUSH STRIP 3" DIA. GROMMET- TYP. WIRE MANAGER KIT = "BRKITI" SHOWN TYP. O _ 3/4" THIGK PLASTIG LAM r - ---- - -i ----- --- - i -- SUPPORT PANEL (PL-I) 1 I - I/2" THIGK PLASTIGG II;-4 1, 1 1/2" THIGK PLASTIG LA LAM. GOUNTERTOP COUNTERTOP (PL-1). (PL-1). MOUSE KEYBOARD NOTE: KEY ALIKE ALL ELEGTRIG �\ GPU 4 MONITOR GABINET LOGKS IN CALCULATOR VALIDATOR OR 5GANNER THIS ROOM. LOGKS GASH COUNTER GHEGK PROTEGTOR MUST R SPECIFIC, FOR ABGM ROOM ONLY. PLAN PLAN I� JANITOR ELEVATION KALE 6 ABCM PLAN AND ELEVATIONS 1 ALE11o11 7 16" MAXIMUM LOAD 10'-II" V.I.F. SHELV I NG 6LONG GUT LENGTH AS q 11 16" 16" 1611 1-111 1611 16" I6",50" HANG REQ. ITEM # 3571 RACK C ENGTH / *GLOSETMAID" MAXIMUM LOAD SHELVING SYSTEM 500-874-000,5 PROVIDE SHELF GAPS ON ALL GUT ENDS. FILE ROOM 14STANDAFe EAD. I Ti 1 j 3584 _ — 811 811(g) 8411 Q > ITEM # 5E MAX. LO/ r SHELVINE 6 LONG m GUT LENC- A5 REQ. NIL— I ITEM # 35 ELEVATION *(40) 1611 NOTE: MAXIMUM INSTALL CONTINUOUS SHELVING LOAD ALONG THE ENTIRE FILE ROOM BRAGKE� WALL PER DETAIL ABOVE ITEM # 55 ELEVATION i 40110.1 3 AGOUSTIGAL Gam" TILE TRANSAGTION BANK EQUIP. V LOCKABLE FD LAMINATE UPPI CABINETS (PL- PACKAGE REG PROVIDED BY EQUIP. VENDOI< INSTALLED BY DETAIL FOR INSTALLATION PLASTIG LAM. BACKSPLASH( HEIGHT AND DI ALIGN WITH A>= MILLWORK WIN] LATERAL FILE BANK FURNITUF VENDOR - NIG. UNDERGOUNTEF BY BANK EQU I1 VENDOR - NIG. 3/4" THIGK PL/ LAMINATE 5UPf PANEL TYP. (PI DEAL DRAWER BY BANK EQUIP - VENDOR - NIG. — DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. PACKAGE REGE I VER PROVIDED BY BANK EQUIP VENDOR � INSTALLED BY G.G. - SEE DETAIL FOR INSTALLATION. 1 1/2" THIGK PLASTIG LAMINATE COUNTERTOP (FL-1). • KEY ALL GABINET LOCKS IN TH15 ROOM ALIKE. • VERIFY ALL INFO WITH FINAL BANK EQUIPMENT SHOP DRAWINGS. • 5EE SHEET A7.1 FOR WALL OPENING DETAILS. 5/4'' THIGK PLASTIG ^ LAMINATE SUPPORT PANEL WALL OPENING SIZE AS REQU I RED LOCKABLE PLASTIG TO AGGOMODATE PNEUMATIC, TUBES. SEE 3/A4.2 FOR LOCATION LAMINATE UPPER GABINETS (PL-1) G/L OF PLASTIG LAMINATE BAGKSPLASH DEP051 TORY (FL-1). HEIGHT AND DEPTH TO SEE PLAN SEE PLAN 10'-10 1/21, SEE PLAN ALIGN WITH ADJAGENT MILLWORK M.O. 2' 1011 PAGKA6E WINDOW SILL. 10 F�EGEIVER 1 1/2" THIGK PLASTIG 2' O01 G/L OF OPENING LAMINATE GOUNTERTOP M. • DRAWER DRIVE -UP WINDOW BO ENING d'Y I R � � m O fwINDOW BANK EQUIP. VENDOR - _ - NIG. m z O OPENING m _ DEAL DRAWER BY BANK EQUIP. VENDOR - NIG. 0 Q DRAWER -�" No: DATE: REMARKS: N O - OPENING = M.O. REVISIONS: PLASTIG LAMINATE DOORS I WALL�� DY TYP. (FL-1) CLEAT TO m0C m DRAMI`TGTTIlE: SUPPORT PANELS a�ly OPEN FOR WIRE AGGE55. m �8��HIG m �� 2'-5 I/4" I'-7 3/g' INTERIOR LO,, ELEVATIONS AND 3/4" THIGK PLASTIG N I AREA FLOOR 1I NE-011 DETAILS LAMINATE SUPPORT — — -_ — ELEV. O -O — — — — — DR I VEWAY PRO7ECTN0.: ISSUE DATE: PANEL TYP. (PL-I) NOTE: VERIFY ALL INFO WALL BASE - TYPIGAL WITH FINAL BANK EQUIPMENT . 50568.12 07.15.201 1 LATERAL FILE BY BANK OPENING SIZE DIAGRAM (FROM EXTERIOR) SHOP DRAWINGS DRAWNBY CHECKED BY FURNITURE VENDOR - NIG. kc. kc. 3/4" THIGK PLASTIG L V l� O I N SIFETNUNUF- - LAMINATE SUPPORT G PANEL TYP. (PL-U AT1 DRIVE —UP TELLER PLAN AND DETAILS SCALE 8 MILLWORK OENERAL NOTES 4 PLASTIG LAMINATE SGHEDULE A. PLASTIC LAMINATE FOR GENERAL_ CONTRACTOR SUPPLIED CABINETS AND GOUNTERTOPS: ALL CABINET HORIZONTAL SURFACES (PL-1) SHALL BE: WILSONART PRODUGT 4882-38 "OILED SOAPSTONE" WITH A TEXTURED FINISH. ALL CABINET VERTICAL 5URFAGE5 (FL-1) SHALL BE: WILSONART PRODUCT 4882-30 "OILED SOAPSTONE" WITH A TEXTURED FINISH. B. PROVIDE MILLWORK END PANELS AT TELLERLINE AND GOUNTER5 PER ELEVATIONS WHERE UNDERGOUNTER EQUIPMENT IS EXPOSED. PROVIDE SUPPORT PANELS ON BOTH SIDES OF GASH DISPENSERS OR GASH R.EGYGLER5 IN TELLER AREA. 0 _ G. SHOW LAMINATE PATTERN DIRECTION ON MILLWORK SHOP DRAWING5- PROVIDE CL GROMMETS A5 REQUIRED. 0 D. VERIFY SIZE OF OWNER SUPPLIED EQUIPMENT PRIOR TO MILLWORK GON5TRUGTION. w o� E. GABINET LOCKS TO HAVE ONE LOGK PER DOOR OR ONE LOCK WHIGH CAN LOGK BOTH DOORS. NO ELBOW LATCHES. w 1= C3 U) or_ G DC w VAT it TUBES BY BANK ~ z EQUIP. VENDOR - NIG. (2) PENGIL DRAWERS FASTEN TO UNDERSIDE OF GOUNTERTOP. BY BANK EQUIP. VENDOR - NIG. DRIVE -UP AINDOW BY BANK EQUIP. VENDOR - NIG. 8" WALL THICKNESS IN TH15 AREA FOR AHD - SEE 5EGTION. PROVIDE GL05URE TRIM AFTER EQUIPMENT 15 INSTALLED - PAINT TO MATGH WALL. 3/4" THIGK PLASTIG LAMINATE SUPPORT PANEL TYP. (FL-1) 1 CLEAT TO SUPPORT E L E V A T ON SH OR ADDITIONAL ELECT. PANELS A INFORMATION. Ev =MEN INN ME 11 kmvuA FAR - MABM i II AFTER HOURS DEPOSITORY BY BANK EQUIP. VENDOR -NIG UNDERGOUNTER STEEL BY BANK EQUIP. VENDOR - NIG. WIRE MANAGER KIT - TYP. 0 Q U') a) cr) N in L.L N C'i C1.OD i— LL c C' � N Q � Cq L CO 00 w� 0 v- N -o co C 12 _Q LL m W lay Y r LL E Cc CIL co E v IZ o I— O L AFTER HOURS Florida Business License #: AAC001619 DEPOSITORY BY BANK EQUIP. Registered Architect: Kenneth Cowart VENDOR - NIG This drawing is the property of Associated Space 3/4" THIGK PLASTIG Design, Inc. and is not to be reproduced or copied in LAMINATE SUPPORT PANEL TYP. (PL-I) whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated 1 1/2" THIGK PLASTIG herein are for reference only as normal reproduction LAMINATE processes may alter the accuracy of original drawings. GOUNTERTOP (PL-1). Associated Space Design, Inc. 2006 U) z O 2 2 O L) w N GYPSUM BOARD SOFFIT WITH 24" HIGH WALLGOVERING ON FACE SIDE PAINT BACK WALL (PT-2) A7.5 F START FULL 5GZUARE AT BOTTOM EDGE OF SOFFIT 516NAGE - BY OTHERS 2 PENDANT L 1 C HT iA7 5 FIXTURE, CENTER ON TELLERLINE OPENIN65 - TYP. O OTFF" ? cv _14 MARKETING DISPLAY AREA Merchant ADA T liar Teller Windc w k i n k rf!1 f t b P #*4. C � k#' f Y N� � f #i N -'•, \ "+` S44 '' � �t \j �1q'" � 4 "L "4 C' .1)t � L � � � 7 k �� � � '�!°'it S Sk k � �- �F rs � � 7-e� � � -h .k ) t kza#Sl -r Y• y - j ''7 y L \A Y- r s`Ss' 4 $} (4 _', �zF ,? 6k{''Y,:k t S 5 V Y flit Y 4{die f�'" y� A�'1 L% �Yt � 2� L � -: y 1 .*n J �N�{.. u41 , i } b �i Y 'i. �P 9 K '\. •i} ,3 ti � +} a ,�,sv .. 4 i i ,.,, "� f 4 ✓ 2'-6" Z_O" 3'_0" 2-0� 31_01 Z_O" 3�_O 26'-0" CSTf-. (A—LNINC-2 NULL.) TELLERLINE BY BANK FURNITURE VENDOR - NIG. ELEVAT ON (FRONT VE� PENDANT L16HT FIXTURE, CENTER ON TELLERLINE OPENINGS (TYP) DIEBOLD REAGH6UARD5 DIEBOLD METAL UNDERGOUNTER EQUIPMENT MODEL 5D-3-G-5L PRODUCT 220-40 SIT DOWN (OR APPROVED EQUAL) BY CHASE EQUIPMENT VENDOR i N�—FURNITURE PANELS, COUNTER AND 5TAGKER5 BY CHASE FURNITURE VENDOR DIEBOLD METAL UNDERGOUNTER APRON MODEL AG-225-SX PRODUGT 220-72, AND UTILITY DRAWER MODEL M-7-UD PRODUCT 221-05 (OR APPROVED EQUAL) BY CHASE EQUIPMENT VENDOR �I I_ D I EBOLD METAL EQ 1,EG Q Q Q Q a Q Q Q UNDERCOUNTER EQUIPMENT MODEL SU-4-G PRODUCT �111A Telle e�ha220-07 F I L I N6 AND Window _ _ i STORAGE (OR `Q APPROVED EQUAL) BY ® e n o ® ® e n o rl n er r CHASE EQUIPMENT LJVENDOR • p PRINTER STAND WITH �' TCD ® �' TCD • 8 MICR PRINTER BY CHASE COUNTERTOP GYP. OPENING HOLD SUPPORT PANELS TGD BY CHASE BY CHASE EQUIPMENT FURNITURE VENDOR VENDOR a �fiY` `i kii �3.�kr "' :�W F� F�i.k�, •S. �, Y, M tyhb a �.- k �' 4Vt"��71 t h t , ELEVAT�ON (REAR VEN CURVED ACCESSIBLE COUNTER DESIGNED FOR SIDE APPROACH, BY CHASE FURNITURE VENDOR TELLER COUNTER AND -C " -O" 3'-O" -O" 3'-0" -O" 3'-O" -O" 2'-6" 5TAGKER5 BY CHASE FURNITURE VENDOR ---------------, I --------- 0 O o 0 0 - - 0 0 0 0 O m ®9 ® ® o o o O ACCESSIBLE 2Y2" D I A. 6ROMMET5 FIELD MERCHANT AGGES51 BLE KEYBOARD ARM INSTALLED BY CHASE TELLER TELLER BY CHASE FURNITURE VENDOR WINDOW FURNITURE VENDOR GENERAL NOTES: I. ALL METAL UNDERGOUNTER STEEL TO BE BLACK ON THE EXTERIOR AND PLATINUM ON THE INTERIOR. Z. ALL FURNITURE VENDOR UNDERGOUNTER STEEL TO BE BLACK. FLAN TELLER LINE ELEVATION W/ NO BR GLASS SCALE 1/4"= 1'-0" CEILING BLUE PE LIGHT FINISHES GCIR 4 BCI�1_ TELLER 1 I PENDANT LIGHT MOUNTING HEIGHTS TOILET ACCESSORIES LEGEND (ALL ITEMS TO BE FURNISHED AND INSTALLED BY 6.G.) GRAB BAR (k1/ BACKUP SUPPORT) TOILET T155UE DISPENSER (DOUBLE ROLL) STAINLES5 STEEL MIRROR SEE ELEVATIONS FOR SIZE SURFACE MOUNTED PAPER TOWEL DISPENSER SURFACE MOUNTED WA5TE RECEPTACLE: SANITARY NAPKIN DISPOSAL UNIT E � ADA S I ON- AT - EA. DOOR, SEE DETAIL I/A8.1. FLAN 8" DEEP LOCKABLE PLASTIG LAMINATE CABINET WITH (5) ADJUSTABLE 611 2 O SHELVE5 (PL-1) D A O � � 18 i 42" 36" ROOF ACCESS LADDER B �-� WALL BASE AND HATCH ABOVE - / (TYP) SEE DET. I/A6 .8 �� NOTE: REFER TO AI .I FOR �E � I I S TOILET ROOM DIMENSIONS �I ni OINSULATE EXPOSED PIPES NOTE: KEY ALIKE ALL CABINET LOCK5 IN TOILET ROOMS MA 0 HOME N'S IN E/v l./..JLJ.., I I I LJ / r SCALE 1 /2" = 1'-0" 8" DEEP LOGKABLE PLASTIG LAMINATE CABINET WITH (5) ADJUSTABLE ,u SCALE 6 TOILET ROOM PLAN & ELEVATIONS 'CALE'0" WALL CORNER VINYL WALLGOVERI NG (SEE 4G/A7.2) ATM SURROUND BY OTHERS - NIG. UNIVERSAL WALL OPENING (DASHED). 26"W x 4cl"H @) 1'-4" A.F.F. -SEE PLAN FOR LOCATION. WALL BASE VINYL WALLGOVERIN6 NOTE: VERIFY ALL DIMENSIONS WITH FINAL BANK APPROVED MANF'R5 DRAWIN65 BEFORE GONSTRUGTION VINYL WALL GOVERIN6 (WG-1) ATM SURROUND NOTE: VERIFY ALL DIMENSIONS WITH FINAL BANK APPROVED MANF'R5 DRAWINGS BEFORE GONSTRUGTION VINYL WALLGOVERIN6- (WG-I) -START AT 3" A.F.F. COVER WALL PLATES WITH VINYL WALLGOVERIN6 SEE ELECTRICAL SHEETS FOR EXACT LOCATION. m F, --� IF �1 lea E I II I II II II IL -- --_J 4 2 1-211 R.O. Lu LD m = TYPICAL ATM vEO.v WALL vEa, GOVERINC, OATM OATM Oc TYP. NG- I NALL ELEVATIONS SCALE1'_0„ 4 ►: ELEVAT I O OO FT' ALL DIMENSIONS IW ITH FINAL (SEE 4B/A7.2) BANK APPROVED MANF'RS DRAWIN05 BEFORE CONSTRUCTION ATM WALL OPENING DETAILS REFER TO PROPRIETARY D I M'S FOR R.O. �Q o� A �ti G �Q PLAN SCALE 1/4"= 1'-0" !.7 0 Q Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart o m co N co N J U_ N E co Z U_ N o N Q � N � N '2 C, '0 00 W F- 0 N 0 m LZ E c � ff Co E CU a c 0 co Q� This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 to z 0 2 0 U w N 3a"M�I� 16" GRAB BAR M I RROR I MIRROR GONGEALED 50LID MIN. 6 WOOD BAGK-UP MAX. < 17" MIN OLIJ ' W MAX. SUPPORT �D 6 ° m I__ MIN O W I/2" = Z X _ zXQ- XQ� � v z I/4" DROLL FLOOR OOO <OK ��� p O[�< TO m z m m - ��00 �O N N OLL I/2 DIA — — m t- 8"MIN. O to SIDE FRONT _6 SIDE FRONT MIN WATER CLOSET LAVATORY SURFACE MOUNTED No: DATE: REMARKS: EQUIPMENT PAPER TOWEL 17"-IG" PERMITTED IN DISPENSER REVISIONS: SHADED AREA DRAVG1TfLE: INTERIOR Q.W.G. < ELEVATIONS AND z _ Z Q - _ DETAILS m r- FINISH � I T y m cV (v ry FLOOR rROJECrro.: ISSUE DATE : 811 611 TOILET TISSUE FIRE 50568.12 07.15.2011 SURFACE SURFACE DRAWN BY CLMCxED BY MIN MAX DISPENSER MOUNTED WATEE MOUNTED EXTINGUISHER RECEPTACLE SANITARY NAPKIN CABINET kc. kc. DISPOSAL SBEETNUNBER: SCALE AT2 TYPICAL & ACCESSIBLE MTG. HEIGHTS 1/4"-1'-0" 7 I I-2 `9 CLEAR N ` SUSP. ACOUSTICAL TILE GEILING TYPICAL PL-LAM DOOR. AND EDGE TYPICAL (PL-1) — WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXPOSED TO VIEW ADJUSTABLE SHELVES STANDARDS ° DOOR PULL TYPICAL INSTALL WOOD BLOGKING IN WALL AS REQUIRED FOR PROPER 5EGUREMENT OF GABI NETS, TYPICAL 2'-1" PL-LAM COUNTERTOP, BAGKSPLASH AND EDGING (FL-1) ADA 51 NK N 8 to REMOVABLE PL-LAM PANEL (PL-I) I SIDE OF PL-LAM CABINET BEYOND (PL-I) NO EXPOSED PLUMBING - �--�— OR ELECTRICAL BELON THIS HEIGHT. WALL BASE (NB -I) MILLWORK SECT. 1',lALE0,, lid CLEAR 0 O 0 0 C O 0 ° 0 0 O 0 0 O O Q 4 W W W W F w J 0 z 0 z 0 J Q z z o } W 1W N_ o � I n SEE PLAN cv NALL BASE (NB-1) 5USP. ACOUSTICAL TILE GEILIN6 TYPICAL FL -LAM UPPER SHELF UNIT (FL-1) FL -LAM ALL INTERIOR SURFACES (FL-1) ADJUSTABLE SHELF N/ METAL SUPPORT CLIPS STANDARDS V A L_ z O W W W LIJ L w J 0 z c0 L J ¢ O z 0IN (V rz 0 I SUSP. ACOUSTICAL TILE CEILING TYPICAL PL-LAM DOOR AND EDGE TYPICAL (FL-1) WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXPOSED TO VIEW ° I'-2" ADJUSTABLE SHELVES CLEAR STANDARDS DOOR PULL TYP I GAL ° \� INSTALL WOOD BLOGKING IN WALL AS REQUIRED FOR PROPER 5EGUREMENT OF CABINETS, TYPICAL SEE PLAN Iz" THICK PLASTIC LAMINATE COUNTERTOP AND 3" THIGK BAGKSPLASH (PL-1) N STANDARDS DOOR PULL-TYP. O O ° DOOR FRONTS (FL-1) O O ° ADJUSTABLE SHELF O O NHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXPOSED TO V I EA BASE (PL-I) 1 I MILLWOR INSTALL NOOD BLOGKIN6 IN WALL AS REQUIRED FOR PROPER SEGUREMENT OF GABINETS, TYPIGAL iz" THIGK PLASTIC LAMINATE COUNTERTOP AND 4" THICK BAGKSPLASH (FL-1) Ell SCALE K SECT. 2 z O Q W W W F_ w J F_ 0 z 0 J a z 0 N 0 _r� HANG TRACK SUSP_ ACOUSTICAL TILE CEILING TYPICAL SHELF BRACKETS - TYP. 16" WIRE SHELVES, TYP. NARROW MESH STANDARDS - TYP. SEE PLAN I2" THICK PLASTIC LAMINATE COUNTERTOP AND 3" THICK BAGKSPLASH (PL-I) N STANDARDS (TYP.) DOOR PULL-TYP. ° DOOR FRONTS (FL-1) O ADJUSTABLE SHELF 0 WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXPOSED TO VIEW BASE (PL-I) 3'1 M MILLWORK SECT. 'CALE z O } W J W ilJ W to F L F- w J F— O z 0 O Q Q > z w 0 N 1L1 O w 0 w = N I 3 1 MILL �I limp -VAIN "I SEE PLAN 5USP. AGOU5TICAL TILE GEILING TYPICAL PL-LAM DOOR AND EDGE TYPICAL (PL-I) WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXPOSED TO VIEW ADJUSTABLE SHELVES STANDARDS (TYP.) DOOR PULL TYPICAL INSTALL WOOD BLOCKING IN WALL AS REQUIRED FOR PROPER 5EGUREMENT OF CABINETS, TYPIGAL I'" THICK PLASTIC LAMINATE COUNTERTOP AND 3" THICK BAGKSPLASH (PL-1) N DRAWER (PL-I) DOOR PULL-TYP. DOOR FRONTS (FL-1) ADJUSTABLE SHELF WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXP05ED TO VIEN /— BASE (PL-I) 3"/1 71 WORK SECT. SCE L_ z O W W W W iv A z 0 W J W W ' W tSl _ z 0 W w � w I— z W O ~ Q O W }UJ ~ z W < o LJJ > J I— z 0 IN 0 5USP. ACOUSTICAL TILE CEILING TYPICAL PL-LAM DOOR AND EDGE TYPICAL (PL-I) AH I TE MELAMINE ON L) ALL INTERIOR = SURFACES NOT EXPOSED TO VIEW ° CD 0 ADJUSTABLE SHELVES Of Ca \R w STANDARDS (TYP.) U ° DOOR PULL TYPICAL It a W w H INSTALL WOOD BLOGKING Z IN WALL AS REQUIRED FOR PROPER SEGUREMENT OF CABINETS, TYPICAL SEE PLAN A" THIGK PLASTIC LAMINATE COUNTERTOP AND 3/4" THICK BAGKSPLASH (PL-1) N NALL BASE (AB -I) 4 M I LWRK SECT. 1c�0,1 ( F Ln J Q W o J U) m 0 Q O J 5 m w Z _0 ¢ J 0' LL UC: 0 O Z M � Q Cr O O v Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project DRIVE -UP NINDON BY DRIVE -UP WINDOW BY and is to be returned upon request. Scales as stated BANK EQUIP. VENDOR — BANK EQUIP. VENDOR — herein are for reference only as normal reproduction J. NI C. N I G' processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 3J"X 12" LONG DOUG 33"X 12" LONG DOUC MOGKETT BRUSH STRIP MOGKETT BRUSH STRIP SEE PLAN AIRE MANAGER KIT SEE PLAN AIRE MANAGER KIT "BRKITI" (BLACK). "BRKITI" (BLACK). I Q ;STIG 1"' THICK PLASTIC I"" THIGK PLASTIC LAMINATE GOUNTTERTOP LAMINATE COUNTERTOP BANK - - (2 PENCIL DRANERS, )R _ ° — FASTEN TO UNDERSIDE OF ° COUNTERTOP. BY BANK ° h EQUIPMENT VENDOR - NIG. STIG D ° DOOR PULL TYPICAL SPORT ° ' ° o a DOOR PULL TYPICAL ::)L-1) ° I. ° O , e Q ''PI GAL o W > RE 3 ° 1 O ° _? 4" THIGK PLASTIC - 1�I� 3" THICK PLASTIC 4 o LAMINATE 5UPPORT o LAMINATE SUPPORT PANEL TYP. (PL-I) ry 5 PANEL TYP. (PL-I) NO: DOTE: REEKS: ° ° i° V ° .. ' OPEN FOR AIRE ACCESS REVISIONS- o 0° ° PLASTIC LAMINATE ° PLASTIC LAMINATE DROwi7vGTHTr: DOOR TYP. (FL-1) 1- W — DOORS TYP. (PL-I) CLEAT MILLWORK TO CLEAT TO SUPPORT m TO SUPPORT PANELS SECTIONS PANELS > 5" OPEN" OPEN 50568.02 02 10.2011 DRAWN BY CHECKED BY kc. kc. SHEET N[ NMER- MILL ScA- 6 MILLWORK SECTION SCALE 7 MILLWORK SECTION 1C Eo $ MILLWORK SECTION icALE WORK SECTION =1,0„ 9 A703 EQU�-'CNTY NOT: ELEGTRIGAL GONTRAGTOR TO PROVIDE AND INSTALL: TELE GO. TERMINAL, MOUNTED ON SIDE WALL • '',2' BOX MTD AT GO" A.F.F. 1'2; MUZAK SYSTEM, MOUNTED ON SIDE WALL (WHERE REQUIRED) 3-6 LONG Y2" DIA. SEALTITE FLEX • q0° FITTINGS AT BOTH ENDS OF 3'-6" LONG Y2" DIA. GROUNDING BUSBAR, GHATSWORTH PRODUGTS 13622-012 SEALTITE FLEX GONNEGT ONE END OF FLEX TO WALL MOUNTED "J" BOX 4� 10 JACK PANEL 100 PR. N/LEGS T568B 10-1q20104 GONNEGT OTHER END TO RAG< MOUNTED POWER STRIP SLS — 4 LINE SHARING DEVIGE THROUGH DATA GONTRAGTOR PROVIDED END FITTING GGTV HARDWARE 22 NOT USED j "; T-1 GHASI S (05 2VDG5AMP4AH (PARABIT) g; WIRELESS AC GESS POINT 14 AGS2 (PARABIT) (\� XR500 N 18 AH BATTERY I� 56I POWER DISTRIBUTION BOARD �D) "WIREMOLD" RAGK MOUNTED POWER STRIP # V20I G606 WITH ENTRANCE END FITTING # V2OOI OA2 16 505-12 18 AH BATTERY AT TOP OF STRIP PROVIDED AND INSTALLED BY I� GONVERO ENT DATA RAGK (.WHERE APPL I GABLE) DATA GONTRAGTOR. GONDU IT STUB OR CONVERGENT ABLES -0LATED GROUND OUTL I NE OF — LADDER RAGK ABOVE z 5EGURITY — EQUIPMENT 4" NALL BASE WB- I GONVERGENT WALL DATA ROOM ELEVATION A (2) IYz" GONDUITS BY ADT. 5EGURITY DATA INSTALL GONDU I TS TO 10' EQUIPMENT EQUIPMENT ABOVE FINISHED FLOOR. NOTE: IF DROP GEILING HEIGHT IS ALL 5EGURITY BELON 1O' A.F.F., INSTALL EQUIPMENT TO B GONDUITS TO A MINIMUM ON SEPARATE OF I' ABOVE FINISHED LOGKABLE GEILIN6 GRID. BREAKER 1'-1011 I I-OII P11 INSTALL RJ-45 EQUIPMENT I'- JAGK FOR PARABIT GARD �I AGGESS SYSTEM �I IIOVAG 20A DUPLEX• 2'-Oil OUTLET FOR PARABIT J3� SYSTEM. BY E.G. IIOVAG 20A DUPLEX OUTLET @ 4" A.F.F. BY 14 8 E.G. SHALL ALSO I \ HARDNIRE 1IOVAG TO ® �� XR500 N TRANSFORMER, - 1 LOCATED NITHIN XR50ON l6 i l61 A I G B NET ENCLOSURE OIT •x > 214 INSTALL RJ-45 EQU I PMENT JACK 6) (16� DATA 00 I APPROX. 6" ABOVE �° �6� 16 RAK L XR50ON 352P ENGLOSURE FOR ALARM PANEL - i XR50ON 352F ENGLOSURE XI - m Q' 2 a a Ff= 11 I .. 10 511 BATTERY ENGLO5URE 00 1 00 2'� 4" I I E.G. SHALL SUPPLY # I OANO OREEN - 57ROUNDING HIRE N TO XR50ON 352P ENGLOSURE I�IIII! � Il'I' I�I I I I 5'-Cl 3/4" OPPOSITE SIDE 6'-Oil 10 MAIN WALL 3" GONDUIT STUBS FOR COAX GABLES (1) #6 ANG GU IN 3/4"G TO ISOLATED GROUND BUS IN PANEL 5/4'' CONDUIT STUB FOR MAK (NHERE n REQU I RFD) LADDER RAGK 20 A OUP 66" A.F.F. in Q T Q �11 Sill, _I -4" NALL BASE N (2) 4" SLEEVES F ND V L - 01 SIDE NALL 3 O 00 h VERTIGAL'= z ' Q MANAGER _ E,, 7C r----------i - 1 I I 'N .l O S 10 OUTLINE OF RACK x MOUNTED rA POWER STRIP s: SEE NOTE N twha ,�� _.�..e . _._.......,_. _.............—...rt.,,..._.N... N DATA ROOM PLAN O O Li(g) 1'-4" 01 IL LU D UU d 10— CL QI'-2"®I W '� I N cx �1(t) m I < I = I Q I < 2 A Uf4LEX 2% A UAD " P{.P.F. Irbil 0 0 F.F. I'-4" i X. TELGO CONDUITS (1) 2" SLEEVE FOR TELLER CONDUIT STUB (1) 3/4" DIA. DRIVE -UP TELLER GONDU I T STUB (3) 3/4" DIA. A.T.M. CONDUIT STUBS (1) 1 1/4" DIA. DRIVE -UP TELLER 5EGURITY CONDUIT STUB DATA ROOM ELEVATION c DATA ✓ILL Y STALL NALL MTD. PHONE FINISHED FLOOR 4" NALL BASE WB- I ELEVATION O DATA ELEVATIONS SCALE BRAGS P/ STRUGTUR STAGGER 45" O.G SUSPENDED ACOUSTICAL TILE GLG. 5/8" TYPE IIX" GYP. BOARD BOTH SIDES SOUND BATT INSULATION 3 5/5" METAL STUDS a I6'' 9-6- GONTIN. RUNNER GHANNEL WITH POWER DRIVEN FASTENERS AS REQU I RED SEE ROOM FINISH SGHEDULE FOR NALL, FLOOR ff BASE FINISHE z, PARTITION TYPE UNDERSIDE OF ROOF DEGK SUSPENDED AGOUSTIGAL TILE GLO. 5/8" TYPE "X" GYP. BOARD BOTH 51DES MOISTURE/MOLD RES 15TANT SOUND BATT INSULATION u 5-5/8" METAL STUDS (9 16" O.G. }< GONTIN. RUNNER GHANNEL AITH POWER DRIVEN }< FASTENERS AS REQUIRE SEE ROOM FINISH SGHEDULE FOR WALL, FLOOR 4 BASE FINISHE PARTITION TYPE BRACE SOT TO STRUGTI ABOVE NIT STAOGERE: STUDS AS REQUIRED SUSP. AGOUST. GL6. BRACE PARTITION TO STRUGTURE ABOVE WITH STAGGERED 6" STUDS 48" O.G. SUSPENDED ACOUSTICAL TILE GL6.— 5/8" TYPE "X" GYP. BOARD BOTH SIDES 6" METAL STUDS Ib" O.G. UNNER CHANNEL R DRIVEN RS AS REQUIRED FINISH FOR WALL, BASE FINISHE GONTIN. R WITH PONE FASTENS SEE ROOM 5GHEDULE FLOOR a PARTITION TYPE —® Y SEE GL6. PLAN 5/8" TYPE X" OYP. B I., ALL SIDES At\ B.O. SOFF I T 5EE GL6. PLAN SUSPENDED AGOUSTIGAL 5/8" TYPE BOARD BOT 5-5/8" META STUDS @ 16 " GONTIN. RUNP WITH POKER FASTENERS SEE ROOM F SGHEDULE Fc FLOOR $ BA i ram i i i ivi r i i i i I' — ONE HOUR — — UL U41ci — ■ SUSP. AGOUST. GL6 SEE GLG. PLAN CONTINUOUS METAL TRAGK DBL. 6" STUD HEADER 1 SOFFIT DETAIL SCALE 1 1/2"= 1'-0" -I I I. yI&�.I , ..1.11''I'L i -- UNDER51 DE OF ROOF DEGK SUSPENDED AGOUSTIGAL TILE GL 5/5" TYPE "X" GYP. BDARD BOTH SIDES SOUND BATT INSULATION 3 5/b" 220A. METAL STUDS a 16" D.G. GONTIN_ RUNNER GHANNEL WITH POWER DRIVEN FASTENERS AS REQU I RED SEE: ROOM FINISH 5GHEDULE FOR WALL, FLOOR $ BASE FINISHE PARTITION TYPE — ONE HOUR — —UL41G- 3-5/8" META] STUDS C9 16" 5/8" TYPE "X BOARD BOTH SUSPENDED AGOUSTIGAL 5/8" TYPE "X BOARD DOT]- 3-5/8" META] STUDS @ Irbil GONTIN. RUNN WITH POWER FASTENERS SEE ROOM FI SGHEDULE FC FLOOR $ BA' SEE WALL SEGTIONS FOR EXTERIOR VENEER APPLY STO GOLD - GOAT TO ENTIRE EXTERIOR SURFAGE OF GMU. DO NOT APPLY AT INTERIOR SURFAGE (SEE SPEGIFIGATIONS) RIGID INSUL. TO UNDERSIDE OF ROOF DEGK SUSPENDED AGOUSTIGAL TILE GLG. 5/8" MOLD RESISTANT GYP- BOARD FILL GAVITY WITH FOAM INSULATION, TYP. GORE -FILL 500 8" GMU EXTERIOR NALL — 1 1/2" METAL 'Z' FURRIN6 2'-0" O.G. N/ 1 1/2" RIGID INSULATION GONTIN. RUNNER GHANNEL SEE ROOM FINISH SGHEDULE FOR NALL, FLOOR 6 BASE F I N I SHE ii PARTITION TYPE �D t-' f< I I I I U N I T Yi= — ONE HOUR - -ULU41G- TYPICAL PARTITION DETAILS GENERAL PARTITION NOTES: I. ALL METAL STUDS SHALL BE SPAGED AT 16" O.G., UNLESS NOTED OTHERNISE. 2. ALL PARTITIONS SHALL EXTEND TO b" ABOVE THE FINISHED GEILINO UNLESS NOTED OTHERINI SE. 3. ALL PERIMETER TOILET ROOM WALLS SHALL REGEIVE FULL HGT. SOUND ATTENUATING INSULATION, I NGLUD I NO THE PLUMB 1 NO GHASE WALL 4. OYPSUM NALLBDARD AT THE INTERIOR OF THE LADDER ROOM SHALL BE INSTALLED TO THE UNDERSIDE OF THE ROOF DEGK 5. ALL 6YP5UM WALLBOARD USED ON THE INTERIOR SIDE OF THE EXTERIOR HALLS IN MEN'S ROOM 114 AND NOMEN'S ROOM 115 SHALL BE MOLD RESISTANT U 0- 9 w U w H Ix a Lu z 0 Q © cMYs co N co 'i 11 N � m Q M U_ 3 M G N Q M N U)M w I.- 6 CN N r -0 G C � O m > cr5 0 ar 6. ALL GYPSUM BOARD IN ALL 0 EXTERIOR NALLS SHALL BE MOLD RESISTANT TYPE SCALE 1 1/2"= 1'-0" Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in 2 whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 U) z 0 2 2 0 0 w N ALUM AND 6LAS5 WINDOW ALUM CLOSURE TO MATGH WINDOW BY WINDOW INSTALLER - -1 BEAD NO: DATE: REMARKS: REVISIONS: SOLID SURFAGE DRAVvT\X THTE: SILL PARTITION TYPES AND CENTER GHASE KITH DETAILS ALUM MULLION SOLID SURFAG PROJECTNO.: ISSUE DATE: SILL _ STUD CHASE KITH 50568.12 07.15.2011 PARTITION- SEE PAINTED GYP DRAWN BY: CHECKED BY FLOOR PLAN BOARD SURFAGE kC. kC. S HEET Nf INBER 3 JAMB DETAIL SALE AT4 NOTUSED 4 ll;_---SOFFIT FRAMING WOOD BLOCKING CORNER BEAD, TYP V-0" AFF BA. HEADER I "x2" ALUM CHANNEL HEADER - FASTEN PER MFR. RECOMMENDATION GLAZ I NO BRANGH DGM SANK OFFICE HEADER GGLAZING BRANGH BGM BANK OFFICE PANEL FASTENER - REFER TO DETAIL B GLAZING 5ANDWIGHED BTWN WOOD PANELS LAMINATED PANEL EA 7M 51 DE TO MATCH OFF I( E 5Y5TEM5 FURNITURE WALL PANELS NH ALUM SILL ANCH OR -FASTEN TO FLR PER MFR REG MMENDATION FINI H FLOORING D GLAZING / WD PANELS - SILL GLAZING LAMINATED EDGE (TYP) SELF -TAPPING THREADED INSERT - FIELD INSTALLED PRE -DRILLED CLASS OVERSIZED SGREW FASTENER FROM OFFICE SIDE STAINED BUTTON OR MUSHROOM PLUG TO MATCH PANEL LAMINATED PANEL ALL SIDES t ED6E5 TO MATCH OFFICE SYSTEMS FURNITURE WALL PANELS B WOOD PANELS - TOP EDGE BRANCH BGM BANK OFFICE GLAZING LAPPED CORNER PANELS. PANELS FINISHED ALL SIDES @ I EDGE5 411 �-- 1/4" GLA55 BUTT JOINT AT CORNER - NO SEALANT E GLASS / WD PANELS -CORNER MILLWORK SEE PLAN AGP CEILING - 4A �CYP BD SOFFIT SEE RCP A7 B 1" X 2" ALUM - HEADER N zGHANNEL(E5LACf--,-) T T \ T FULL HT 1/2" TEMP 6LA55 LITE5 WITH 1/411 BUTT JOINT - NO \ SEALANT LOGK5ET 4 LATCH PATCH FITTIN65 O 45 Y-O" x 5'-0" x 1/2" d� A15 A7.5 // TEMPERED 67LAS5 DOOR, WITH FLOOR GLO5ER AND / TOP PIVOT NN 4D j 4F 2" X 4" ALUM 151LL 4.' ANGHO (BLAGK) 5/4" LAMINATE PANELS FINISHED 4 SIDES (PL-2) PRE -DRILLED HOLE EQ EQ L — J IN GLA55, 4 PER LITE, TYP RECESSED DOOR CLOSER NOTE: FASTEN PANELS THRU GLA55 WITH CONGEALED SCREWS, 4 PER LITE FROM OFFICE SIDE. BUTTON OR MUSHROOM PLUG TO MATCH PANEL /0'1 R('KA - PPOKIT FI F\/ATir) \I AGP CEILING - SEE RGP FULL HT 1/2" TEMP GLA55 LITE5 WITH 1/4" BUTT JOINT - NO SEALANT 3/4" LAMINATE PANELS FINISHED 4 51DE5 (FL-2) EQ EQ EQ '1 'll 19 BCM - SIDE ELEVATION AGP GEILING - 5EE RGP D WALL FULL HT 1/2" TEMP 6LA55 LITE5 WITH 1/4" BUTT JOINT - NO SEALANT :I LLED ALE I N 4 PER E, TYP FASTEN PANELS THRU 01 GLASS WITH CONGEALED SGREWS, 4 PER LITE FROM OFFIGE SIDE. BUTTON OR MUSHROOM PLUG TO MATCH PANEL GENERAL POWER AND DATA NOTES: 1/4" OLA55 WOOD PANELS T _ BUTT JOINT, CONTINUOUS B.O. GEILING NO SEALANT BELOW I. PROVIDE (2) DATA AND (1) DUPLEX OUTLET AT EACH TELLER STATION. �.. 2. PROVIDE (1) DATA AND (1) DEDIGATED DUPLEX OUTLET AT EACH 10'-10" AFF TELLER GASH DISPENSER (T.G.D.). 3. PROVIDE (1) DATA AND (1) DUPLEX OUTLET AT EACH PRINTER STAND. COVERING — — � O � APPLIED THIS 15 51 SIDE Z I/4" 1/4 N U- B.O. GEILINOrk DOME CAMERA _ 4 BLAGK 1/4" X 2" BLACK cf'-O' AFF NEOPRENE MELAMINE SPACER B.O. SOFFIT rkU FILLER BELOW TO WALL AT PANELS AT PANELS BELOW \ 5 0'-10" AFF _ \ ` cN a \ OUTLINE OF GYP. GLAZING BUTT JOINT \ \ \ BOARD SOFFIT (PAINT C AMBER PENDANT LIGHT '� \ BAGK PT -I w FIXTURE, PROVIDED BY E.G. "SPRINGFIELD TAN") \ \ \ (PAINT BOTTOM PT-4 � OUTLINE OF \ \ "OLD GLORY") OUTLINE MARKETINe STEELGASE PANEL TO FIXTURE BE FURNISHED AND \ \ 0 INSTALLED BY \ \ BGM BRANGH FURNITURE VENDOR \ GLASS/WOOD PANELS OFFICE BANK WALL MOUNTED \ \ ` �' W BELOW AT PIVOT SIDE PANEL FASTENER PHONE AT 54'' A.F.F. �� I= REFER TO DETAIL B CENTER MOUNT AT LU GLA55/WOOD PANELS EACH 51 DE OF 6 1 CUSTOMER SIDE ( ? BELOW AT STRIKE SIDE COUNTER. j 1/2" TEMP GLASS DOOR t� WITH FLOOR GL05ER - 5'-O" 3 -O CPT OVER COVER PL OUTLINE OF 2-2" 311.E -7 I Ir" a VOID FOR RAGEWAY BEHIND BE FURNISHED , g' I \\ GXBINETS AND INSTALLED$.. O TUNE OF VERTICAL PANEL TO I/2" 1/211 BY BANK TELLER BE FURNISHED AND INSTALLED BY FIELD APPLY LAMINATE FURNITURE K SIDE �� ����o ANFURNITURE VENDOR - N.I.G. ALIGN OVER PANEL ENDS VENDOR CLASS - TYP AT JAMB O EA SIDE v 0 X OUTLINE OF STEELGASE Om UNDERGOUNTER SUPPORT GLASS DOOR JAMB p PANEL TO BE FURNISHEDij� j. - W F X AND INSTALLED BYly Q FURNITURE VENDOR OUTLINE OF ' ; ,' m SCArE APPLIED WALL ���%'�� PROVIDE POWER, DATA, AND limp / PARTITION DETAILS 31, = 11 0„ 4' BASE BEYOND �� �� !� SECURITY II J II BOXES AT END WALL. WIRE TO WALL MOUNTED WIREWAY PER LOCAL BUILDING / CODE. UJ CENTERLINE STACK POWER/DATA BOXES FOR TELLER STATION. FURNITURE VENDOR TO RUN POWER AND DATA THROUGH PROVIDE GROMMET IN GOUNTERTOP FOR "WIREMOLD" 6-4000 DIVIDED CONNECTIONS WIREWAY, PROVIDE OUTLETS AT tn GENTER OF G.P.U. SHELVES AND -7'-0'' (CLEAR DISTANCE) 5" WOOD FLOORING LPRINTER STANDS SHOWN ON THE TELLER LINE TELLER SIDE ELEVATION. TELLER LINE SECTION W/ NO BR GLASS 34" . V-0" 1 T SEE PLAN 4A �CYP BD 50FFIT� A-15 I" X 2" ALUM HEADER GHANNEL (BLAGK) T EL \T A7 H'AND \ 51M_ '' \ 4F Al 5 o / t 2" X 4" ALUM SILL $ ANCHOR (BLACK) / 4D M. GYP BD WALL 3'-0" x 8'-O" x I/2" TEMPERED CLASS DOOR, WITH FLOOR CLOSER AND TOP PIVOT EQ EQ �— RECESSED DOOR CLOSER CONFERENCE -FRONT ELEVAT GENERAL NOTES: I. TELLER LINE ORDERED BY CHASE P.M., FURNISHED AND INSTALLED E3Y FURNITURE VENDOR. 2. UNDER COUNTER STEEL ORDERED BY CHASE P.M., FURNISHED BY VENDO INSTALLED BY FURNITURE VENDOR. 3_ PRINTER STAND AND PRINTER ORDERED AND INSTALLED BY GHA5E STORE PLANNING GROUP. I I /\ I V ItL, I- I`V Y 11/L1/ L I WALL MOUNTED PHONE AT 54" A.F.F. CENTER MOUNT AT EACH SIDE .-. r- _ l.� is ,.ter--. /— II \ B.O. GEILING 1 AFF 1" � OUTLINE OF 501=FIT. WITH WALL � GOVERIN& WG-2 APPLIED TO -Y FRONT T- 8.0.50FFITJ11 8'-10" AFF �— PAINT BOTTOM OF GYP. BOARD PT-4 "OLD GLORY" CENERAL POWER AND DATA NOTES: I. PROVIDE (2) DATA AND (I) DUPLEX OUTLET AT EACH TELLER STATION. 2. PROVIDE (I) DATA AND (I) DEDICATED DUPLEX OUTLET AT EACH TELLER GASH DISPENSER (T.G.D.). 3. PROVIDE (I) DATA AND (I) DUPLEX OUTLET AT EACH PRINTER STAND. Florida Business License #: AAC001619 Registered Architect Kenneth Cowart m o m o 'IT m N m � w N I� m QOD F- N U w This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 z O 0 U w N NO: DATE: REMARKS: REvrsloNs: DRAwaIG TrtTE: INTERIOR ELEVATIONS SECTIONS AND DETAILS PROJECT NO.: ISSUE DAZE: 50568.12 07.15.2011 DRAWN BY CIM-C IUD BY kc. kc. BGM/ CONFERENCE ROOM ELEVATIONS 38�11_0„ 3 A.D.A. TELLER LINE SECTION SCALE 2 SHEETNUM6ER A7,.5 2 1 /2" 5TRUGT. FRAMING (TYP.) AGM PANELS (MTLG PEX PEWTER FINISH) OVER METAL FRAMING N I , II N N AGM PANELS (GVB BLUE FINISH) OVER METAL FRAMING 2" 411 FROM WALL EXTERIOR: • 4" CAST STONE VENEER • I" AIR SPACE • AIR $ VAPOR BARRIER • b" REINF. GMU W/ FOAMED IN PLACE INSULATION • RIGID INSULATION BETWEEN 1-1/2" 'Z' FURRING • 5/.5" GYP. BD. ACM PARAPET DETAIL TPO MEMBRANE OVER EXT. SHEATH I N6 TPO ROOFING MEMBRANE OVER 1/4" DEN5DEGK ROOFBOARD OVER TAPERED RIGID IN5. ON EXT. SHEATHING AND METAL FRAMING GOUR5E FA( SMOOTH FA( STONE YENEE ALUM. REGLi GOUNTERFL/ PER MFR. Rf �1�7�7•T►��r�l TPO SEAM F TPO ROOF I N TPO ROOF I N ON BONDING- TPO SEAM F TPO QUIGKPI TPO ROOF I N MEMBRANE P.T. BLOGKII AGM PANEL TUBE STEEL SMOOTH FA( STONE VENEE 5TRUGT. MTL. FRAMING (SEE 5TRUGT_ Dk1Ge AGM PANELS 5TRUGT. FRP (5EE 5TRUGT TYP. GONT. BACK ROD a SEAL SMOOTH FA( STONE VENEEI SCALE 11,2'L l,_0" $ FLASHING DETAIL OUTLINE OF STOREFRONT SYSTEM BEYOND STOREFRONT ENTRY DOOR MAX. I/2" ADA TROWEL FINISH TOP THRESHOLD FILL WITH SEALANT OF EXPOSED GONG. COORDINATE WITH CRATE FRAME EXPANSION SEAL T.O. GONG. GONG. SIDEWALK, PAVEMENT, SLr OR GRADE TO PITCH AWAY FROM BLDG-SEE CIVIL SHEETS O'-O" SLOPE rT a d d .° d d ° ° d Q \\\\\\\\\\ d d STOREFRONT DOOR THRESHOLD SC1 ALE " 7 SCALE V= P-0" [,7 VINYL DOOR IMPACT RESISTAN &LAZING AT ALL EXTERIOR DOORS b" GMU BLOCK SEE SGHEDULE FOR 5PEG. I" E.I.F.5. SYSTEM STRUCTURAL HEADER - 5EE STRUGTURAL SHTS RETURN STO 'GOLD GOAT' OVER ROUGH OPENING E I F5 STARTER TRACK/ WEEP 5GREED PER MAN 16 OA CALV. H.M. FRAME W/ WELDED CORNERS — lb GA. H.M. INSUL. DOOR 0 DOOR 5GHEDULE HA DNARE SGHEDULE lY LU m Q z L1 DIMEN51ON5 DOOR MATERIAL z ~ (X 4 QY Q w IL 7- REMARKS in z 0 o LD < LU fl IY v w REMARKS WIDTH HEIGHT THICK. AL. - ALUMINUM GL. = CLA55 H.M. = HOLLOW METAL S.G. - SOLID GORE AD. = WOOD IOTA A 6'-,5 7'-0" 1-3/4" AL AL OI • HARDWARE NOTE 3 IOIB A b'-0" 7'-O" 1-3/4" AL AL 02 • HARDWARE NOTE 3 102A B 3'-4" -1'-0" 1-3/4" S.G. ND. H.M. UNDERCUT 1" 04 • HARDWARE NOTE 3 105A B 3'-0" 7'-O" 1-3/4" 5.G. WD. H.M. 06 HARDWARE NOTE 3 IOaA B 5'-0" 7'-0" 1-5/4" S.G. AD. H.M. 06 HARDWARE NOTE 3 IIOA B 3'-0" 7'-O" 1-3/4" S.G. AD. H.M. UNDERCUT I" 06 • HARDWARE NOTE 3 IIIA B 3'-0" 7'-O" 1-5/4" S.G. WD. 20 H.M. UNDERGUT I" 04 • HARDWARE NOTE 3 112A B 3'-0" -7'-0" 1-3/4" S.G. AD. H.M. UNDERCUT I" 04 • HARDWARE NOTES 2 $ 3 1125 B 3'-4" T-O" 1-3/4" S.G. AD. H.M. 04 HARDWARE NOTES 2 $ 3 4 112G B 3'-4" T-O" 1-3/4" S.G_ AD. 20 H.M. 04 HARDWARE NOTES 2 $ 3 115A G 3'-0" -1'-0" 1-3/4" H.M. INSULATED H.M. Og HARDWARE NOTE 3 IIBB B 3'-0" T-0" 1-5/4" S.G. WD. 20 H.M. UNDERCUT 1" 10 HARDWARE NOTE 3 115A B 3'-0" 7'-0" 1-3/4" S.G. N7. 20 H.M. UNDERCUT 1" 0-7• HARDWARE NOTE 3 114A B 3'-0" 7'-0" 1-3/4" S.G. WD_ 20 H_M. UNDERGUT I" 07 • HARDWARE NOTE 3 115A B 3'-0" 7'-O" 1-3/4" S.G. AD. 20 H.M. UNDERCUT 1" 07 • HARDWARE NOTE 3 116A B 3'-0" 7'-O" 1-3/4" S.G. AD. 20 H.M. UNDERCUT 1" 03 HARDWARE NOTE 3 117A B 3'-0" 1-3/4" S.G. AD. H.M. 05 • HARDWARE NOTE 3 118A D 3'-0" 8'-O"-I/2" TEMP. CLASS N/A 08 HARDWARE NOTE 5 IIgA D 3'-O" 8'-O" 1-1/2" TEMP. GLASS N/A OB • HARDWARE NOTE 3 120A B 3'-4" 7'-O" 1-3/4" S.G. AD. H.M. 04 HARDWARE NOTE 3 DOOR NOTES I. EXTERIOR METAL DOORS TO BE GALV. � INSULATED. 2. HOLLOW METAL JAMBS IN MA50NRY TO BE GROUTED SOLID. HARDWARE NOTES 1. COORDINATE PERMANENT GORE / KEYING MANF'R $ INSTALLATION WITH ARGHITEGT. PERMANENT GORE / KEYING INCLUDED IN BID KEYING ALLOWANCE. CONSTRUCTION GORES BY GENERAL CONTRACTOR. 2. MOUNT GLOSER ON PULL SIDE. 3. REFER TO HARDWARE SCHEDULE IN SPEGIFIGATION BOOK. 4 DOOR TO BE SUPPLIED BY D I EBOLD DOOR, STOREFRONT AND HARDWARE SPECIFICATIONS I. ALL DOOR HARDWARE TO MEET ADA AGGES5IBILITY GUIDELINES. GLEAR ANOD I ZED ALUMINUM STOREFRONT =RAME ,41DE STYLE ALUM DOORS WITH CLEAR TEMPERED GLASS REMOVABLE �IULLI ON SARD READER AGGES5 EXT'R DOOR DOOR SCHEDULE EG2 EQ DOOR VIEWER/SCOFF LOCATION- SEE PROJECT MANUAL FOR DOORS REGE I V I NC VIEWER OR SCOPE SOLID GORE MDO DOOR (PAINT) O` H.M. FRAME \ b" GMU BLOCK SEE 5GHEDULE FOR SPEC. SCALE NOT TO SCALE 3 DOOR VIEWER/ SCOPE LOCATION- 5EE PROJECT MANUAL FOR DOORS REGEIVINO VIEWER OR SCOPE H.M. FRAME METAL DOOR (PAINT) I. 5/8" HIGH BY 1/52'' RAISED LETTERING ( UNLESS NOTED OTHERWISE) 2. GRADE 2 BRAILLE POSITIONED DIREGTLY BELOW TEXT 3. 1/32" RAISED PICTOGRAM WITH 7090 CONTRASTING BETWEEN BACKGROUND AND TEXT. FINISH TO BE EG05HELL 4. COLOR TO BE BLUE BACKGROUND WITH WHITE LETTERS 5. SEE ELEVATION FOR MOUNTING INFORMATION 51 GN\ \ • • DOOR\ NOMEN MEN / MOUNTING ELEVATION SIGNAGE ALE SCALE 1 5EE PLA 5/8'\ 5/8 JAMB DETAIL DOOR ELEVATIONS 8" GMU BLOCK SEE SCHEDULE FOR SPEC. TYP. STUD GYP. BOARD PARTITION JAMB ANCHOR H.M. FRAME W/ WELDED GORNERS DOOR SCALE NOT TO SCALE L TEMPERED GLASS DOOR OL - J D S C ALE NOT TO SCALE GYP. SUSPENDED WALLBOARD ACOUSTICAL GLG, >U4' ' 5/5" &YP_ WALLBOARD EAST IN PLACE ON 1 1/2" METAL 'Z' SEE SHEET A2.0 2" E.I.F.5. SYSTEM - b ON L/2" METAL 'Z' GONG COLUMN , - FURRING AT 2'-0" • ' FURRING AT 2'-O" O.G. SEE STRUCTURAL • - ... .; O.G. TO 6" ABOVE • TO 6" ABOVE GLG. HT. 5HT5 o _..•:p. CLG. HT. W/ RIGID .. ,... .: ,:.- :. W/ RIGID INSUL TO INSUL TO UNDERSIDE LI 5/&" GYP. WALLBOARD >. UNDERSIDE OF ROOF 4" GAST STONE , .. :'• , . ..:, OF ROOF DECK ON 1 1/2" METAL 'Z' CAST IN PLACE GONG . DECK VENEER y •..D FURRING AT 2'-0" O.G. TO COLUMN SEE GROUT JAMBS 4 b" ABOVE: GL&. HT. W/ STRUCTURAL SHTS °..:' •., ,• GROUT JAMBS ; • a. SOLID , RIGID INSUL TO UNDERSIDE SOLID RETURN 5T0 'GOLD :. OF ROOF DECK RETURN STO 'COLD GOAT' ,• ' , GOAT' OVER , .• ,;.' OVER ROUGH OPENING " : ' ROUGH OPENING 2X BLOCKING ... 2X BLOCKING 2X BLOCKING � SEALANT GYP. BOARD RETURN GONT. BACKER ROD GYP. BOARD RETURN AND SEALANT O GYP. BOARD RETURN 16 GA &ALV. H.M. FRAME "J" BEAD Ib OA OALV. H.M. FRAME "J" BEAD W/ WELDED CORNERS W/ WELDED CORNERS "J" BEAD GAULK ALL AROUND 16 GA. H.M. INSUL. DOOR FT CAULK JOINT 16 GA. H.M. INSUL. DOOR GAULK (INTERIOR) ENTIRE PERIMTER INSIDE 4 SEALANT ON OUT51 DE 7 i TF U) U) O Y z Q J J ry 0— w N a n co ir1 N co crs J N U_ N td n Q r E CO MLL � M �N > N Q cm ti cri ca w c+ N � o m U_ m rri 0 O U o � Y U V C � ci E C t l� v� E CO E cc Cc ~ 4 C L Q � N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 \ GMU HEAD \GMU JAMB @ E.I.F.S. \ GMU JAMB STONE VENEER HOLLOW MTL. DOOR HEAD AND JAMB DETAILS sl\ 1'0,. 6 - I - - - --- 1 -- -- - z O 2 2 O U 2 w N NO: DATE: REMARKS: REVISIONS: DRAWING TTTLE: SCHEDULES AND DETAILS PROJECT NO.: IS SUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUN0ER A8.1 OUTLINE OF STOREFRONT SYSTEM BEYOND — MAX. 1/2" ADA THRESHOLD FILL WITH SEALANT COORDINATE W I TH GRATE FRAME T.O. GONG. SLAB 0'-O" d Q Q ° a d d 4 a E.I.F.5. SYSTEM INSULATED, TINTED AND TEMPERED 5T000ARD WATERPROOFING OVER GLAZING EXTERIOR GMU WALLS STOREFRONT ENTRY DOOR TROWEL FINISH TOP SELF ADHERING SHEET UNDERLAYM OF EXPOSED GONG. FLASHING (SHOWN DASHED) BEYOND EXPANSION SEAL OPNG.'S, WRAPPED ABOUT 2X P.T. BLOGKINC� ALL SIDES GONG. PAVEMENT SLOPE AWAY FROM BLDG-SEE CIVIL SHEETS � SLOPE 5B-EMT2 STARTER TRAG BY PLASTIC COMPONENTS - AT HEAD CONDITIONS ONLY d. v / \�j\ BACKER ROD AND SEALANT L // /4" P.T. SHIM AS REQ'D ° Z I / I STOREFRONT WINDOW FRAME STOREFRONT SILL DETAIL 1 ""' 1 li, 1'0" 6 T O. MA5. Of OIL B.O. MA5. G 3'-411 OIL TOP OF 5L/ O'-0" O GLAZED ALUMINUM STOREFRONT SYSTEM 8" REINFORCED GOL GMU WALL 1 1/2" E.I.F.5. — SYSTEM SEE 5TRUGT. FOR ° LINTEL ° REOU I REMENT5 2X P.T. ND. BLKG. - ° AT JAMBS AND HEAD SELF ADHERING SHEET -- UNDERLAYMENT MEMBRANE CONT. DRIP LINE GONT. WEEP SCREED BY EIF5 MANUFACTURER BACKER ROD ` AND SEALANT 5/8 PREFINI5HED GLAZED ALUMINUM STOREFRONT SYSTEM HEAD DETAIL """' AT / IMPAGT- ANT GLAZING EG2 EO EQ. 3A a8 A 5 T T T O GLAZED ALUMINUM STOREFRONT SYSTEM INSULATED B_O. GONG. BEAM A D M (T \ T.O_ 5TL. BEAM — �p -q'_ D B O. STL. BEAM _ D I STOREFRONT HEAD DETAIL 1 1/2"= 1'-0" INSULATED / IMPACT - RESISTANT GLAZ I N6-----� - 1 1/2" METAL 'Z' FURRING WITH RIGID INSULATION TO UNDERSIDE 8" REINFORCED GOL OF ROOF DECK GMU WALL 1 1/2'' E.I.F.5. _ 5/8" GYPSUM SYSTEM WALL -BOARD TO 6" ABOVE LINE OF STONE GLG. HEIE�HT VENEER BELOW — SEE 5TRUCT. - REFER TO FOR GROUTED GEILING CELLS PLAN FOR GEILIN6 2X P.T. WD. BLKG AT JAMBS AND — - HEAD LINE OF WATERTABLE BELOW SELF ADHERING SHEET UNDERLAYMENT BAGKERR ROD - MOTORIZED AND SEALANT WINDOW SILL BELOW SHADE ALUM. IMPACT RESIST. 4 STOREFRONT SYS. W/ 08. INSULATED I/2" IMPACT -RESIST. G LAZ I N6 (TYP.) Q f5 JAMB DETAIL 5A A8 A A T T T T T T GLAZED ALUMINUM GURTAINWALL SYSTEM OPP. HANE �OP .' SLAB O'-O" INSULATED GLAZ I NG El e GLAZED ALUMINUM STOREFRONT SYSTEM IN 5N MULLIONS 'J ER HOURS ATM TIBULE :ES5 SIGNAGE ;D DER 1 ' EG. I EG . 11 A&- b'-8" EG . Ea. I -r1 I I �I'I rl 21'-1 1/2" FRAME DIMENSION 21'-3" (F.V) R.O. O GLAZED ALUMINUM STOREFRONT SYSTEM B.O. CON( I a-8" TOP OF O'-O" 11 li- i l l A --- -1 -it 14(.:7 i EQ. Ea. I rIl 6-5 1/2" FRAME D I MEN51 ON 6--7" (F.V.) R.O. O GLAZED ALUMINUM GURTAINWALL SYSTEM CURTAINWALL / STOREFRONT SYSTEM ELEVATIONS G GLAZED ALUMINUM STOREFRONT SYSTEM SCALE 1 /4" = 1'-0" DOOR IOIB TO BE CENTERED W 1 TH DOOR I OI A IN GURTAINWALL 18'-D" M.O. F.V. 6'-0" EG EQ INSULATED GLAZING T.O.O.G A5. 51rI. A T % A A M. 1 AID N� :eHns�O �T T T LL Ito� -O" M.O. O o o U_ 2 o.. w x ZD U w I- 2 U Q c� 0 Of w z U) Q r D Vo U Uc cu Ii CS G t Rf va cr) -i€ 0_ E U T Ti WIN ..,. :• •:_ ': DOW �(� FILM S I M 4 Sim. O NOTE: ALUM. FRAMES AT WIO • INTERIOR DOORS $ NDOWS GLAZED ARE NOT THERMALLY GLAZED ALUMINUM REMOVABLE MULLION ALUMINUM BROKEN, TYP. CLEAR STOREFRONT SYSTEM STOREFRONT TEMPERED OR ANNEALED, SYSTEM (SEE LETTER DESIGNATION) CURTAINWALL / STOREFRONT WINDOW ELEVATIONS S C ALE 1 /4" = 1'-0" z 0 0 0 r w N IV Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project 2 and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 GOL E 1/211 5/8" ALUM. P 5/8" GYPSUM IMPACT-RESI5TANT ALUM. PAN PROVIDED MPAGT-RESIST. AT JAMB MB WALLBOARD STOREFRONT SYS. W/ W/ STOREFRONT SYS. " STOREFRONT SYS. BEYOND ON I I/2" INSULATED 8 REINFORCED GMU, SEE STRUGT. 1 1 /2 " METAL 'Z' W/ I MPAGT-RES 1ST. ALUMINUM PAN IMPACT -RESISTANT BACKER ROD FURRING WITH PROVIDED W/ METAL 'Z' GLAZ I NC C-LAZING (TT F.) SEALANT JT. RIGID INSULATION FURRING STOREFRONT 11 z 1 1/2 E.I.F.5. 5Y5TE .��. EIFS BEYOND Q SYSTEM �2 -O D.G. � ALL AROUND - TO UNDERSIDE WITH RI61D BACKER ROD J INSIDE $ OUTSIDE OF ROOF DEGK 2 1/8" 8 1/411 BAGKER ROD INSULATION $ SEALANT K SEE STRUGT. FOR BACKESEALER RODJOI4 SEALANT ALL 5 I/8" 8 1/8° JOINT SOLID SURFACE LINTEL AROUND INSIDE 11 B.O. MA5. OPN6 SILL REOUIREMENTS Do A5 P.T. ND. D. SHIM _ B.O. MA5. OPN6 DRYWALL REVEAL DRYWALL REVEAL -FRY -FRY REGLET 3� REGLET #DRMZ-625-3 f5 _ - -_ dJ #DRMZ-625-375 CUSTOM CAST OR EQUAL P - dJ CAST STONE SUSP. OR EQUAL In STONE SILL, 5/8" C�YP. W.B. ON I I/2" = r SILL r MATCH D. AG. GL6 m, METAL Z FURRING SOLID SURFACE : _.. _. 1 11 5.5.MTL. i , 1 4.152011 PROTOTYPE ADJLJSTMENIS WATERTABLE IN 2 -0O.G. WITH RIGID SILL ANT.O. A FINISH AND INSULATION M 5. OPN6 FLASHING W/ lvo: DATE: REMARKS: 2x4 NAILER DOLOR 8 -4 INTEGRAL DRIP CONNED DON, REVISIONS: v . GONT. WEEP PROVIDE SELF ADHERING GYP. WALLED. I" q 3/8" ro GROUTED SOLID I' -I I/4" SCREED BY EIF5 SEALANT JOINT DRAWFK'TII7E: 2x6 NAILER WEEPS @ 32 w SHEET MANUFACTURER RETURN TO O.G. _ UNDERLAYMENT FRAME CUSTOM SILL DETAIL 5/8 GYPSUM STOREFRONT AND CUSTOM 5.5. DRIP 1 1/2" EIFS 5YSTE WALLBOARD BAGKER ROD FLASHING AND BAGKER ROD "J" BEAD ON 1 1/2" METAL CURTAINWALL SILL DETAIL EDGE END DAM AT EA. AND SEALANT 8" REINFORCED -- SIDE OF WINDOW AND SEALANT — z' FURRING ® ELEVATIONS & DETAILS SHIM AS GMU, SEE STRUGT. ALUM. IMPACT -RESIST. CONT. BAGKER ROD BMRE�NI��RGED 2'-O" O.G. WITH PROJEcrlvo.: ISSUE DATE: REG2U RED 4" CAST STONE STOREFRONT SYS. W/ SEALANT JOINT RI61 D I NSUL. (MPAGT-RESIST. AT PERIMETER OF 50568.12 07.15.2011 VENEER CLAZINC FRAME PROVIDE (1) 5/8" DIA. 5.5. DRAWN BY CTIECKEDBY PROVIDE (I)" DIA. S.S. DOWEL DOWEL AT I6" O.G. EPDXY kc. kc. AT 16" O.G. EPDXY GROUTED. GROUTED. SEAL FLASHING G SILL DETAIL SEAL FLASHING MEMBRANE D HEAD DETAIL (:D SILL DETAIL MEMBRANE PENETRATION W/ SEEETNLNME1L PENETRATION W/ BITUMEN BITUMEN A8m2 STOREFRONT WINDOW HEAD and JAMB DETAILS SCALE SCALE 1 1/2"= 1'0" 3 If( T I I I— —� — _. _ I GONG. COLUMN (SEE STRUGT.) - T1'P. 8" REINF. GMU ullu! W/ FOAMED -IN -PLACE INSULATION (T'I'P.) 5/8" 5YP. BD. ON 1-1/2'' 'Z' FURRING @ 16' O.G. � RIGID INSULATION (TYP.) I l l it I I lnl i ui i D D D v v p D D P � p D � D v 1-1/2" EIFS SYS. (TYP.) v GAST STONE VENEER BELOW WATERTABLE STONE WATERTABLE: BELOW GONT. BAGKER ROD SEALANT (TYP.) 4" GAST STONE VENEER EG E0. ALUMINUM STOREFRONT SYSTEM W1/4" GLAZING 7/8" MTL. HAT CHANNEL FURRING a - p 3.3 — — o o N' G 5/8" GYP. BD. ON op 1-1/2" 'Z' FURRNING a © D GONG. COLUMN �. P (SEE STRUGT. PLANS) tt P C 8" REINF 5/8" GYP. 1-1/2'' 'Z' FL 16" O.G. HOLLOW M DOOR $ F TREATED WOOD BLOCKING (TYP.) GONT. BACKER ROD AND SEALANT Sim. � p v: 7 D v .. IMPACT -RESISTANT ALUM. GURTAINWALL SYSTEM W/ ° INSULATED 4 IMPACT- RESISTANT GLAZING GONT. BAGKER ROD AND SEALANT 4" GAST STONE VENEER (TYP.) 4'—O"ALE L PLAN DETAIL 11/2" 1,-0" 7 LINE OF DRYWALL SOFFIT/ LIGHT GOVE ABOVE (TYP.) In 5/8" : YP BOARD ON METAL STUD FRAMING 5/8" GYP. BD. ON 1-1/2" 'Z' FURRNING 16" O.G. 5/8" GYP, BD. ON 1-1/2" 'Z' FURRNING 16" O.G. PLAN DETAIL 6 11,2E 1,-0„ HOLLOW METAL DOOR $ FRAME 5/8" GYP. BD. ON 1-1/2'' 'Z' FURRNING 5/8" GYP BOARD ON METAL STUD FRAMING ROOF OVERFLOW 8" REINF. GMU I' ° I ' DRAIN LEADER (SEE PLUMBING SHEETS) 1'-6" 8" REINF. GMU a 5/8" GYP. BD. ON GONG. COLUMN d 1-1/2" 'Z' FURRNING (SEE STRUGT. 16" O.G. PLANS) a _ a a a a a d a 1 1 TREATED WOOD o BLOGKING (TYP.) 4a a d. v GONT. BAGKER 4 GAST STONE ROD AND SEALANT 6" OVERFLOW VENEER (TYP.) DOWNSPOUT NOZZLE SOLID SURFAGE 51 LL (BELOW) GAST STONE SILL (BELOW) PLAN DETAIL SCALE 3 1 1 /2" = 1'-0" SOLID SILL B GONT. $ SEAL TREAT, 16 " O.G I NSULA LINE OF E ENVELOPE (BEYOND) DISGONTII RIGID I NSULAT I G BLD&. ENVELOPE (INTERIOR BETWEEN GOND I T I O SPACES) 5/8" GYP. 1-1/2" 'Z' F 16" O.G. 7/8" MTL. HAI CHANNEL FUR ALUMINUM STOREFRONT W/ 1/4" OLAZI PLAN DETAIL REINF. GMU W/ FOAMED -I N-PLAGE INSULATION (SEE STRUCTURAL DWGS. FOR FILLED GELLS AND REINPORGEMENT) AIR s VAPOR BARRIER APPLIED TO FAGS OF GMU (TYP.) 4" GAST STONE VENEER SELF -ADHERING UNDERLAYMENT - LAP AND FLASH TO FULL DEPTH OF ALL W NDOW GURTAINWALL OPENINGS (TYP.) GONT. BAGKER ROD SEALANT 4"X4" ALUM. BRAKE METAL FLASHING - MATGH STOREFRONT FiNISH/GOEOR (TYP.) / GONT. BAGKER ROD 4 SEALANT CAST STONE SILL BELOW I MPAGT-RES 15TANT ALUM. STOREFRONT SYSTEM W/ INSULATED $ IMPACT - RESISTANT GLAZING 4" FIELD STONE VENEER (TYP.) 8" REINF. GMU W/ FOAMED IN PLAGE INSULATION (TYP.) A I R 4 VAPOR BARRIER APPLIED TO FADE OF GMU GONT. BAGKER ROD $ SEALANT (TYP.) I MPAGT-RES 15TANT ALUM. GURTAINWALL SYSTEM W/ INSULATED $ IMPAGT- RESISTANT GLAZING TREATED WOOD E3LOCK I NG 5/8" C,YP BOARD ON METAL STUD FRAM I NO GONG. COLUMN (SEE STRUGT. DW65.) LINE OF DRYWALL SOFFIT/ LIGHT COVE ABOVE (TYP.) SCALE 5 11/2"=1'-0" Q - Q Q u� r I rri \ Q I MPAGT-RESI STANT ALUM. STOREFRONT SYSTEM W/ INSULATED 4 IMPAGT- V % RESI STANT GLAZ I NG X / Q GONT. BAGKER ROD 4 SEALANT TREATED BLOCKING (TYP.) GONG. COL. (SEE STRUGT) 5/8" GYP. BD. ON 1-1/2'' 'Z' FURRING 16" O.G. 4 RIGID INSULATION (TYP.) TYP. STOREFRONT FLASHING DETAIL 6,co„ 2 F�_ fit P i FTT7 I T— — -I l I I 1 1 - 4" CAST STONE VENEER (TYP.) 8" REINF. GMU L FOAMED IN PL/ INSULATION (TYf AIR & VAPOR BARRIER APPL TO FACE OF GT GONT. BAGKER SEALANT (TYP.) I MPAGT-RES I STD GURTAINWALL E INSULATED $ IM RESISTANT GLA TREATED !r BLOGKING GONG. GOL STRUGT. DL 5/8" GYP E METAL 5TU. FRAMING GONG. GOL STRUGT. DL LINE OF DF SOFFIT/ LI( ABOVE (TY IMPAGT-RESISTANT ALUM. STOREFRONT SYSTEM W/ INSULATED IMPACT- RESISTANT GLAZING 51M. 5/8" GYP BOARD ON METAL STUD FRAMING GONG. COLUMN (SEE STRUGT. PLANS) 5/8" GYP. BD. ON 1-1/2" 'Z' FURRING 16" O.G. $ RIGID INSULATION (TYP.) - 8" REINF. GMU W/ FOAMED IN PLAGE INSULATION (T'YP.) PLAN DETAIL scA 1'-0" GONT. BAGKER ROD s SEALANT (TYP,) SELF -ADHERING UNDERLAYMENT (TYP.) 7 5/8 2'-7 5/8" 1'-4 3/8" 7 5/8" a 4" GAST STONE VENEER (TYP.) PLAN DETAIL SCALE/1' o., 1 o cam' M � U_ N as "} r r E 0_ CD C � Q � N � Q z N s� M as w O U N C] r (D c a m � w 'm U 1— C a _> L) o ~ c @ _ 2 0 U_ E c rn Q to � Qm 0 E w ~ a z a Iz Q� UJ Y W Ul W Y 0 Z W J J W z = o o IL } W a LLJ N N f� Florida Bus mess License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: PLAN DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEET NUN BER A83 3/8" DIA. X 4" HORIZ.� DOWELS IN 1/2" DIA. HOLES AT ALL VERTICAL SILL JOINTS.- 2" DOWEL PENETRATION INTO EACH SILL SEGMENT. No GROUT) fr�n TYPIGAL CORNER SEGMENT GAF DETA VERTICAL SILL JOINT - PRO V I DE FOAM BACKER ROD WITH SEALANT CLOSING ALL EXPOSED JOINT AREAS- (NO GROUT) cn 5.5. ANCHORS @ 24" O.G. EPDXY SET � FULLY GROUTED INTO STRUCTURE - SEE ELEVATIONS FOR STONE PATTERN I STONE BASE SEE NALL SECTIONS SHEET A6.3 1'-2" �w PAROF IGAL SEGMENT PRECAST GONG. SILL SET IN MORTAR PRECAST GONG. GAP SET IN FULL MORTAR BED GROUT SOLID CONT. CAVITY BETWEEN 2 N I THES OF MASONRY FULL HEIGHT OF WALL PAINT GMU EPT-3 5HERNIN-NILLIAM5 5N 6108 "LATTE" 4" REINF. GONG. SLAB ON GRADE- SEE STRUGT. (BROOM FINISH, PITCH TO DRAIN) --7 TOP OF GONG. SLAB ELEV. 5EE CIVIL - SHEETS GONT. CONC. FOOTING (SEE STRUGT. FOR TYPE, SIZE $ REINF.) l�ALL SEGT I ON PRECAST ^"�� ^ n FACE B GRADE CONCRETE FOUNDATION —/ REAR ELEVATION 'cALE 4 1 PREGA::;T FACE Bi GRADE GONGRETE FOUNDATION NOTE: ALL STONE AND TRIM TO MATCH BUILDING SIDE ELEVATIONS L f--------'\—J SCALE 1/4"= F-0" FRONT ELEVATION S ALE 2 4 AG.1 re —A MW ]IGK REINF. CONCRETE SLAB (SEE STRUGT.) co q� C.0 U�yJ/ H V w U Q Of 0 w z ON U) U) O Y z Q U) LU J 2 N Florida Bus mess License #: AAC001619 Registered Architect: Kenneth Cowart U> M o M M N M � U- N td M E M U nD This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: CO z O O U 2 EL w N DRAWING TALE: DUMPSTER ENCLOSURE PLAN AND DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. WALL SECTION 34"' 5 TRASH ENCLOSURE PLAN SCALE 1 /4" = 1'-0" S HEET NUMBER Al9mll 1000 GENERAL NOTES: I. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL C06T5 INCURRED BY THE ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS. 4. DO NOT; SCALE .DRAWINGS. 5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SNORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. 6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. S. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9, THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN 5CNEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS. ° 10.PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING FOR ARCHITECTURE 15 SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR g IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO o CHECK THE QUALITY OR QUANTITY OF THE WORK. U 11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFESPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF o MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS o SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, 5PALL5 AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED CD TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS. 12. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, W FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 0 z 13.IN THE PROFESSIONAL OPINION OF TLC ENGINEERING FOR ARCHITECTURE, INC. THE STRUCTURAL J CONTRACT DOCUMENTS FOR THIS PROJECT NAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA ASSET FORTH IN THE FLORIDA BUILDING CODE. U 14.NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION. In J 15.FINI5H FLOOR ELEVATION (FIRST FLOOR) OF 0"-0" 15 USED AS A REFERENCE ELEVATION. ACTUAL z FLOOR ELEVATION IS + X.X'. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. W 16.THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY � CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF Cn PREPARATION OF SHOP DRAWINGS IS PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM ENGINEER OF RECORD. i 1010 BUILDING MOVEMENTS `I' THE BUILDING MOVEMENT SPECIFIED HEREIN IS ANTICIPATED TO OCCUR AND SHOULD BE Q CONSIDERED BY THE CONTRACTOR IN THE PERFORMANCE OF THE WORK. i I. SPANDREL BEAM DEFLECTIONS. THE FOLLOWING PROVISION SHOULD BE MADE FOR SUPERIMPOSED LOAD DEFLECTION OF ONE FLOOR RELATIVE TO AN ADJACENT FLOOR IN THE DESIGN, FABRICATION, AND ERECTION OF THE BUILDING CLADDING. N A. TYPICAL SPANDREL BEAM - 3/S" SUPERIMPOSED LOAD DEFLECTION IS DEFINED AS ALL DEFLECTION ANTICIPATED TO OCCUR AFTER THE CLADDING HAS BEEN ERECTED. THE RELATIVE DEFLECTION ABOVE DOES NOT m INCLUDE THE FLOOR DEFLECTION CAUSED BY THE WEIGHT OF THE CLADDING ITSELF OR THE DEAD LOAD DEFLECTION OF THE FLOOR FRAMING ITSELF, NOR DOES IT INCLUDE ANY ALLOWANCE FOR FABRICATION OR ERECTION TOLERANCES. U 0 2, THE FOLLOWING PROVISION FOR SUPERIMPOSED LOAD DEFLECTIONS SHALL BE MADE IN THE LO DESIGN, FABRICATION, AND INSTALLATION OF ALL PARTITIONS, GLASS WALLS, AND OTHER o ELEMENTS SUPPORTED BY AND ATTACHED TO THE STRUCTURE. i A. TYPICAL FLOOR MEMBERS - SPAN/360 BUT NOT LESS THAN 3/S" B. TYPICAL ROOF MEMBERS - 5PAN/360 BUT NOT LESS THAN 3/0" o, 3. STORY DRIFT, LATERAL FRAME DEFLECTION OF H/300 IN THE PLANE OF THE WALL OF ONE N FLOOR RELATIVE TO AN ADJACENT FLOOR SHALL BE TAKEN INTO ACCOUNT IN THE DESIGN, J FABRICATION AND INSTALLATION OF THE BUILDING CLADDING, GENERAL STRUCTURAL NOTES 1060 DESIGN LOADS: I. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2O06 SUPPLEMENTS AS SUPPLEMENTED BY LOCAL AMENDMENTS. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: 2.1 DEAD LOADS ROOF STRUCTURE 15 PSF M/E/P LOAD5 5 PSF CEILINGS 5 PSF S" CMU LOAD BEARING PARTITIONS 51 PSF 2.2 LIVE LOADS ROOF 20 PSF FLOOR (OFFICE) 50 PSF 2.3 WIND: PER 2001 FLORIDA BUILDING CODE, SECTION 1609, SEE SHEET 50.5 FOR COMPONENTS AND CLADDING PRESSURES 110 MPH (3 SEC. GUST) REGION IMPORTANCE FACTOR =1.00 EXPOSURE = C IMPACT RESISTANT GLASS OR FBC APPROVED ALTERNATIVE IS REQUIRED, 1330 SHOP DRAWING REVIEW: I. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS, 2, SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON -CONFORMING DRAWINGS SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. SHOP DRAWING SUBMITTALS SHALL INCLUDE ONE GOOD QUALITY REPRODUCIBLE AND THREE SETS OF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER OF RECORD, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS FROM THE REPRODUCIBLE AS REQUIRED FOR DISTRIBUTION, 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS 5NALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE -SUBMITTALS (MORE THAN ONE) AT ARCHITECT/ENGINEER5' CURRENT HOURLY RATES. 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: I. THE FOLLOWING 5Y5TEM5 AND C,:�)MPONENT5 AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: A. LIGHT GAGE STEEL B.GLAZED CURTAIN WALL5 C. STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING D. ROOF TRUSSES 2, SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT RESIDES. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT RESIDES A5 AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS. 5. DRAWINGS PREPARED 50LELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 6. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 1. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. 5.THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER, C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). D.THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE), S. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED AND WILL BE RETURNED. 1333 SUBMITTALS 1, ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL, 2, THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: A. STRUCTURAL STEEL (*) B.REINFORCING STEEL C.LIGHT GAGE METAL FRAMING (s) D.FORMWORK, SNORING, RESHORING (* o) E. CONCRETE MIX DESIGNS F. CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL FLOOR5 G. CURTAIN WALLS 0) H. ROOF TRUSSES (s) ITEMS MARKED 0) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT RESIDES. ITEMS MARKED (11) SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY. MANUFACTURER'S LITERATURE. SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 1334 REQUEST FOR INTERPRETATION (RFI) 1. RFI SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED IN THE FORM SPECIFIED WITHIN CONTRACT DOCUMENTS. RFI SHALL BE SUBMITTED IN A PROMPT MANNER A5 TO AVOID DELAYS IN CONTRACTORS WORK. 2, RFI SHALL BE SUBMITTED AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS AND SHALL BE FORWARDED TO THE ENGINEER VIA THE ARCHITECT OR DIRECTLY BY CONTRACTOR TO ENGINEER WHEN APPROVED BY THE ARCHITECT. 3. ENGINEER SHALL TAKE UP TO 5 BUSINESS DAYS TO REVIEW AND RETURN RFI'S. HOWEVER, THE ENGINEER WILL ATTEMPT TO EXPEDITE THE REVIEW OF ALL RFI'S WITHIN A REASONABLE TIME FRAME. 4, RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR TIME EXTENSIONS, OR CONSTRUCTION IN CONFLICT WITH ANY APPLICABLE CODES OR SPECIFIED DESIGN STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DE51GN TEAM IMMEDIATELY OF ANY PERCEIVED SCOPE, SCHEDULE, COST IMPACTS, OR ADJUSTMENTS. IF THE CONTRACTOR REQUESTS ANY ADDITIONAL COST, INCREASE IN SCHEDULE OR ADJUSTMENT IN SCOPE, THE CONTRACTOR SHALL NOT PROCEED WITH ADDITIONAL WORK UNTIL APPROVED IN WRITING BY THE CONSTRUCTION ADMINISTRATOR. 2310 FOUNDATIONS - W/SOIL REPORTS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURE5. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH: REPORT No. 11-3863.09.1 PREPARED BY: CxEO-TECH, ING. TITLED: PROPOSED CHASE BANK, SE 24TH STREET, OCALA, FLORIDA DATED: JANUARY 21TH, 2011 FOUNDATION DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 2,500 psf. 3302 CONCRETE: 1. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 20 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: LOCATION FOUNDATIONS SLABS ON GRADE BEAMS/COLUMNS CONCRETE TOPPING OTHER STRUCTURAL CONCRETE STRENGTH SLUMP 3000 PSI 4-6" 3000 PSI 4-6 5000 PSI 4-6" 3000 PSI 4-6" 4000 PSI 4-6" MAX AGGREGATE 3/4'° 3/4" 3/4" 3/S" 3/4" WCM RATIO (MAX) �.40 �0.48 �0.42 �0.40 �0.45 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. 3. WHERE SPECIFIED CONCRETE STRENGTH OF COLUMN IS GREATER THAN THE SPECIFIED SLAB CONCRETE STRENGTH, HIGHER STRENGTH CONCRETE SHALL BE PUDDLE[) AT THE COLUMN. THE STRENGTH OF PUDDLER CONCRETE SHALL BE AT LEAST 0.12 TIMES THE STRENGTH OF COLUMN CONCRETE PER ACI 315, 10.15, 4. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fox: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 STRUCTURAL DRAWING LIST Sheet Number Sheet Title 50.1 GENERAL STRUCTURAL NOTES 502 GENERAL STRUCTURAL NOTES CONT. 50.3 GENERAL STRUCTURAL NOTES CONT. 50.4' GENERAL STRUCTURAL NOTES CONT. ABBREVIATIONS AND SYMBOLS 50.5 WIND PRESSURE TABLES AND DIAGRAMS Sl.l FOUNDATION PLAN 512 ROOF FRAMING PLAN 52.0 DETAILS AND SECTIONS 52.1 DETAILS AND SECTIONS 52.2 DETAILS AND SECTIONS 52.3 DETAILS AND SECTIONS 52.4 DETAILS AND SECTIONS 53.0 DETAILS AND SECTIONS 53.1 DETAILS AND SECTIONS 53.2 DETAILS AND SECTIONS 53.3 DETAILS AND 5ECTION5 53.4 DETAILS AND SECTIONS co O co N LL N cM E o0 CO`L vJ (Dcy) N V\ a N � N LOCU C7 CU00 w 0 It N U a Q 0 �-0 .o U- > w U U 0 w mn C U CO ca Q L �CD cr) _- crn Qm 0 Eo of LU I- o z c �- CO L COCo a3: Y 07 Ul07 O Y 0 Z Q rn J ri) J Z o 2 0' U1 = a N N 0,r1ntr®®e®® OF : cv d# 533 e #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: GENERAL STRUCTURAL NOTES PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: soul I _ ' ' III I I1" ' 1` � Ll PIH'11I 'PIII I111:11V I 'f., I h II III' l 1' III I ' I 11 I E 0 n O 0 0 N z O c-) V) w O z J Q Q w z w 0 U) / n I 0 Q 0 / M N I M (D 0 I O 2) O 0 U) 0 0 0 N _i ■ 5. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. (o. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF N 1/2)'HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. I. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLA55 D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. 5. CALCIUM CHLORIDES SHALL NOT BE UTILIZED, OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 9. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 10.CONDUIT5, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 315, 6.3. 11. PEA ROCK PUMP MIX USE 15 LIMITED TO VERTICAL ELEMENT POURS AND BEAM POUR5 LE55 THAN 60 LINEAR FEET PER POUR. 12. CONCRETE DESIGN MIX 5U5MITTAL5 SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318. 13. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES SHALL NOT EXCEED 0.40 BY WEIGHT. 14.ALL COLUMNS AND BEAMS INTEGRATED IN GMU WALLS ARE 5" AND 12" NOMINAL AND 1-5/S" AND 11-5/5" ACTUAL DIMENSIONS. 15.WHEN WATER -BASED ADHESIVE ARE BEING USED ON CONCRETE 5URFACE5 THE CONTRACTOR SHALL VERIFY THAT THE WATER CONTENT OF THE CONCRETE IS WITHIN THE ALLOWABLE RANGE BEFORE INSTALLATION 3310 REINFORCING STEEL: 1, SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: BEAMS 1-1/211 SLABS AND JO15T5 3/411 COLUMNS AND WALLS 1-1/211 FOOTINGS AND PILE CAPS 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2"-#6 BARS OR LARGER 1-1/2"-#5 BARS OR SMALLER 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4, PROVIDE STANDARD NOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS. 5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS, 6, PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, 5UPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O. 3314 WELDED WIRE FABRIC: 1, SHALL CONFORM TO ASTM A185, FREE FROM OIL, 5CALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARD5 AND SPECIFICATIONS. 2. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. 3, USE OF FLAT MANUFACTURED SHEETS IS REQUIRED (NO ROLLS). 4. INSTALL WWF ON BRICK5 OR BOLSTERS AT MID DEPTH OF SLAB UN.O, 3316 WEATHER RESISTANCE: 1. WHEREVER CONCRETE SLABS ARE TO REMAIN EXPOSED TO THE WEATHER THROUGHOUT THE LIFE OF THE BUILDING, THE TOP SURFACE OF THE CONCRETE SHALL AS A MINIMUM BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE ALKYL. ALKOXY 51LANE CLASSIFICATION, SUCH AS 5ONNE50RN PENETRATING SEALER 20, HYDROZO ENVIROSEAL 20, OR OTHER ENGINEER APPROVED WEATHER RESISTANT SYSTEM. 2. APPLICATION AND 5URFACE PREPARATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S 5PECIFICATION5. 3321 FORMWORK AND SHORING: 1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS OF THE 25-DAY DESIGN STRENGTH. 2. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, 5HORE5 AND RE5HORE5 SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 341 AND 301. GENERAL STRUCTURAL NOTES CONTINUED 3322 CONSTRUCTION JOINTS: 1, ANY DEVIATION OR ADDITION of CONSTRUCTION JOINTS FROM THAT SHOWN ON THE DRAWINGS MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD, 2. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SNORING, ETC_ 3324 PLUMBING SLEEVES: 1, MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR (o" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER, 2. PRIOR TO CONSTRUCTION ALL SLEEVE LOCATIONS AND SIZES NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER, 3. PLACE TWO 03 STIRRUPS 6 3" O.C. EACH SIDE OF SLEEVE PENETRATIONS IN BEAMS. 3400 CONCRETE TESTING: 1. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE A. ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." MAXIMUM SLUMP SHALL BE ** INCHES. B.ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH of CYLINDRICAL CONCRETE 51PECIMEN5." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER05) QUANTITIES AND TEST AGE A5 FOLLOWS: 1 AT 3 DAYS 1 AT 7 DAYS 2 AT 25 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 25-DAY STRENGTH 15 ACHIEVED, THE ADDITIONAL CYLINDER(s) MAY BE DISCARD, 3601 CHEMICAL (ADHESIVE) ANCHORS: 1, 5HALL BE AN EQUAL TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS RAMSET 'IEPCONII POWERS POWER FAST CARTRIDGE SYSTEM, DUROWALL "DUROPAIR" EPDXY ANCHOR, OR HILTI HIT RE 500 ADHESIVE SYSTEM, OR ENGINEER APPROVED SUBSTITUTION. 2. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 3, THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS. 3602 MECHANICAL ANCHORS: 1. SHALL BE "DROP -IN" INTERNALLY THREADED, FLUSH MOUNTED EXPANSION ANCHORS. 2. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 3, THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS, 4510 MASONRY WALLS: I. ALL MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530/A5CE 5/TM5 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1/A5CE 6/TM5 602 "SPECIFICATION FOR MASONRY STRUCTURES", LATEST EDITION. 2. MASONRY UNITS SHALL MEET ASTM C90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 PSI ON THE NET AREA (I'm = 1500 PSI). MORTAR SHALL BE TYPE "MI' OR "S" AND MEET ASTM C210. 3. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C416 AND HAVE A SLUMP BETWEEN 5" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH 3/5" MAXIMUM AGGREGATE. 4. PROVIDE HOOKED DOWELS IN FOUNDATIONS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES TO BE 45 BAR DIAMETERS (UN.O.). 5. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND AS SHOWN ON THE DRAWINGS. 6, DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLE55 NOTED OTHERWISE. I. USE METAL LATH, MORTAR OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA AS REQUIRED. 5. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. AT FILLED CELLS LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 9. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUROWALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. LADDER TYPE !S RECOMMENDED WITH REINFORCED FILLED CELLS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL INTERSECTIONS. 10.CONTROL JOINTS SHALL BE CONSTRUCTED IN CONCRETE MASONRY CONSTRUCTION AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINT5 OF 25'-0" AND NOT MORE THAN 76" FROM CORNERS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. CONSTRUCT INTERIOR CONTROL JOINT5 AT A MAXIMUM HORIZONTAL SPACING OF 32'-0" OR 16'-0" FROM CORNERS. NO JOINTS SHALL BE LOCATED WITHIN 2'-01I OF STEEL BEAM BEARINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. 11. SUBMIT PROPOSED GROUT MIX DE51GN5 FOR REVIEW PRIOR TO USE. MIX NUMBER OR OTHER POSITIVE IDENTIFICATION SHALL UNIQUELY IDENTIFY MIX. 12. USE OF SUPERPLASTICIZER IS PROHIBITED. 13.CELL5 TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. *** ENGINEER - VERIFY OPENING LOCATIONS FOR EXPOSED MASONRY *** 14.CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. AFTER INSPECTION AND BEFORE GROUTING, THE REBAR SHALL BE TIED AT THE CLEANOUTS AND THE CLEANOUTS SHALL BE SEALED. 15.ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 16.VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 11GELL5 CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. SAMPLE AND TEST GROUT PER ASTM C1019. I&GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY 15 LOST. 19.WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, (HIGH LIFT GROUTING), THE GROUT SHALL BE PLACED IN 4-FOOT LIFTS WITH A MINIMUM OF A 30 MINUTE DELAY BETWEEN LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT), 20.WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINT5 SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LE55 THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 21.WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE MASONRY WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS 5TRIP5 OF 1/5 SQUARE MESH SOFFIT 5CREENING OR PUR-•-0-5T'OF, OF EQUAL CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4514 TIE BEAMS: I. BEAMS WITH THE PREFIX "TB" SHALL BE OF CONCRETE, POURED AFTER THE MASONRY WALLS BELOW ARE IN PLACE. 2. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP SPLICES OF 45 BAR DIAMETERS AND BENT BARS AT CORNERS, 3, USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO AREA REQUIRED, IN ACCORDANCE WITH ACI 530.1 (SOLID METAL OR FELT CAVITY CAP5 ARE PROHIBITED). 4560 BRICK/STONE VENEER I. SEE ARCH. DWG5. FOR BRICK VENEER SPECIFICATIONS. 2. ATTACH BRICK VENEER TO WALL WITH GALVANIZED TIES. 5120 5TRUCTURAL STEEL: 1. STEEL WORK SHALL BE NEW AND CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL BLDGS. - ALLOWABLE STRESS DESIGN AND LOAD AND RESISTANCE FACTOR DESIGN. 2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: ANGLES, CHANNELS AND PLATES ASTM A36 (Fy=3(o KSI) RECTANGULAR H55 ASTM A500, GRADE B (Fy-4(o KSI) HIGH STRENGTH BOLTS ASTM A325 THREADED RODS ASTM A36 (Fp3(o KSI) HEAVY HEX NUTS ASTM A563 HARDENED STEEL WA514ER5 ASTM F436 ANCHOR RODS ASTM F1554 GR. 36 (Fy = 36 KS 1) HEADED STUD ANCHORS ASTM A105 (Fy=50 KSI) 1, CONNECTIONS: A. BOLT5 SHALL BE HIGH -STRENGTH, BEARING TYPE. TIGHTEN BY THE A15C APPROVED METHOD. B.WELDING ELECTRODES SHALL BE PER AWS D1.1, RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2" AT EACH END. C. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" BOLTS, EXCEPT AS NOTED OTHERWISE. D. DESIGN BEAM CONNECTIONS TO DEVELOP THE REACTIONS SHOWN_ IF NOT SHOWN, DESIGN CONNECTIONS TO DEVELOP THE REACTIONS DUE TO THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE BEAM SIZE AND 5PAN SHOWN, ASSUMING FULL LATERAL 5UPPORT PER A15C BEAM (ALLOWABLE UNIFORM LOAD) TABLE VALUE FOR THE CORRESPONDING SPAN, U.N.O. E. DESIGN DIAGONAL BRACING CONNECTIONS TO DEVELOP THE REACTIONS SHOWN. IF REACTIONS ARE NOT SHOWN, DESIGN CONNECTIONS TO DEVELOP FULL TENSION CAPACITY of THE DIAGONAL BRACING MEMBER. to255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE WWW.tic-engineers.com ©Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 U) 0 0 w 0 w 0 a W 0 W w F- z 0 W O Y 0 Z Q U) J_ 2 CL LLI N ® S. ��®GIN `•`�'� ®�� 319 to STAT •® � ®® ,® v a®P.E. Flon License #53319 co tM N ItT CM U- N Cd M a- E 00 CUU- CV > N Q N F LOco i+ T 00 Co W� CD CV co -0 -D (� m vi U as This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: GENERAL STRUCTURAL NOTES C❑NT, U) z 0 0 U W N PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S002 _ I r r n J D! 4 1119:11 1 1111HIP1, 2 P I ., ,, 1 GENERAL STRUCTURAL NOTES CONTINUED i` 0 ov O 0 N z 0 U W 0 Z J Q U Q W z W CD N 0 / In I 0 Q 0 / U� Q N I m U 0 I O 0 O 0 I O G N F. CALCULATIONS AND SHOP DRAWINGS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION AND SHALL BE SIGNED AND SEALED BY AN ENGINEER IREG15TERED IN,THE STATE IN WHICH THE PROJECT RE5I1DE5. I. ALL STRUCTURAL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIPPED GALVANIZED PER 45TM A123 AND ALL FA5TENER5 AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER A5TM A153, 2. GROUT UNDER BRG. PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS, 3. SIZE AND SPACING OF CONDUITS IN COMPOSITE SLABS SHALL COMPLY WITH THE REQUIREMENTS OF A5CE 3-91 UNLE55 NOTED OTHERWISE ON DRAWINGS, 4. THE CAMBER OF STEEL MEMBERS SHALL BE VERIFIED IN THE SHOP AND THE FIELD. WHEN NO CAMBER 15 INDICATED, TURN THE MEMBER NATURAL CAMBER UP. 5. TRUSS STEEL IS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) AND SHALL CONFORM TO SECTION 10 OF THE 415C CODE OF STANDARD PRACTICE. AE85 SHALL BE 5AND5LA5TED (55PC-5P(o-82) PRIOR TO PRIMER COAT APPLICATION. PRIMER SHALL BE COMPATIBLE WITH FINAL PAINT COAT AND SHALL BE APPROVED BY FINISH PAINT CONTRACTOR. 6.IT 15 THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DE51GN OF ALL STRUCTURAL STEEL CONNECTIONS TO A QUALIFIED SPECIALTY PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA. THIS REQUIREMENT EXTENDS TO ALL CONNECTIONS, WITH THE EXCEPTION OF THOSE SPECIFICALLY FULLY DESIGNED IN THE DE51GN DOCUMENT5. IT 15 ANTICIPATED THAT PROSPECTIVE STRUCTURAL STEEL FABRICATORS WILL PERFORM NECESSARY INVESTIGATION TO DETERMINE THE FULL IMPACT OF CONNECTION CLEARANCE REQUIREMENTS, ,45 WELL AS THE POTENTIAL NECESSARY INTRODUCTION OF DOUBLER PLATES, CONTINUITY PLATE5, AND/OR WEB FLANGE OR OTHER STIFFENERS PRIOR TO 5U5MITTING ANY BID FOR TH15 WORK. i. PROVIDE SIGNED AND SEALED CALCULATIONS FOR ALL STRUCTURAL STEEL CONNECTION DESIGN PREPATRED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. CALCULATIONS ARE TO BE SUBMITTED SIMULTANEOUSLY WITH CORRESPONDING SUBMITTAL. 8. WHERE TRUSSES ARE INDICATED WITH CONTINUOUS MEMBERS, THEY SHALL BE FULL LENGTH WITHOUT SPICES OR WELDED WITH FULL PENETRATION SHOP WELDS GROUND FLUSH WITH GRINDING IN THE DIRECTION OF APPLIED STRESS AND WITH WELD SOUNDNESS ESTABLISHED BY RADIOGRAPHIC OR ULTRA50NIC INSPECTION IN ACCORDANCE WITH THE REQUIREMENTS OF 4.2B2 OR 4.2.5.3 OF AW5 D1.1. SPLICES WILL NOT BE PERMITTED AT POINTS OF MAXIMUM STRESS. FIELD 6PLICE5 of TENSION MEMBERS SHALL BE DESIGNED TO DEVELOP 110 PERCENT OF THE SPLICED SECTIONS, 9. HIGH STRENGTH BOLTS IN BEARING CONDITION SUPPORTING SIMPLE SPAN BEAMS NOT SUBJECT TO AXIAL LOADS MAY BE INSTALLED TO "SNUG TIGHT" CONDITION IF NORMAL, SHORT SLOTTED OR OVER51ZED HOLES ARE USED. THE ENGINEER OF RECORD WILL BE THE ULTIMATE AUTHORITY IN THE USE OF "SNUG TIGHT" BOLTS. 10.APPLY FIREPROOFING TO STEEL STRUCTURE CALCULATING THE THICKNE55 OF FIREPROOFING BY COMPARING THE ACTUAL MEMBER SIZE TO THE MEMBER SIZE USED IN THE DESIGNATED UL RATING AND ADJUSTING APPROPRIATELY. 5122 WELDING: I. WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION IN ACCORDANCE WITH AW5 D 1.1. 2. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS, THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AW5 REQUIREMENTS. 3. FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRA50NIC TESTING. TWENTY-FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM UNLE55 NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. UNLE55 NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION, 5. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLE55 DETAILED OTHERWISE ON THE DRAWINGS. THE MINIMUM FILET WELD 51ZE 15 3/16" UNLESS OTHERWISE NOTED. 6103 WOOD: 1. WOOD CONSTRUCTION SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATION. 2. STRUCTURAL WOOD COMPONENTS (BEAMS, J015T5, RAFTERS, ETC.) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER 5TRE55E5 OF NO, 2 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF ND5, AS FOLLOWS: SHEAR FV = 90 PSI. BENDING 2X6 FB = 1,250 PSI. BENDING 2X8 FB = 1,200 PSI, BENDING 2X10 FB = 1,050 PSI. BENDING 2X12 FB = 915 PSI 3. STANDARD U.5.5. WASHERS SHALL BE USED BETWEEN WOOD AND BOLT HEADS AND NUTS. 5OLT5 AND 6GREW5 SHALL BE ASTM A-301, ALL SHALL BE GALVANIZED. 4, WHERE 5EAM5 ARE FORMED WITH TWO OR MORE MEM5ER5, THEY SHALL BE ADEQUATELY FASTENED TOGETHER THROUGHOUT THEIR LENGTH. 5. JOISTS SHALL BE ADEQUATELY SUPPORTED AT THEIR ENDS BY 50LID BLOCKING OR OTHER MEANS TO PREVENT ROTATION. 6, WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. USE AWPA TREATMENT C1 U51NG WATER -BORNE PRESERVATIVE. 1. MEMBER SIZES SHOWN ARE NOMINAL UNLE55 NOTED OTHERWISE. S. PLYWOOD ROOF SHEATHING SHALL BE NAILED AND GLUED TO WOOD FRAMING IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND APA SPECIFICATION AFG-01, ADHE51VE5 FOR FIELD GLUING PLYWOOD TO WOOD FRAMING. 6116 WOOD TRU55E5: I. PRE-ENGINEERED, PRE -FABRICATED WOOD TRU55E5 AND THEIR CONNECTIONS TO EACH OTHER SHALL BE DESIGNED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT RESIDES, 2, NO WANES, SKIPS, KNOTS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES SHALL BE CENTERED WITH EACH 51DE OF TRUSS, 3. NUMBER OF PANELS AND DIRECTION OF WEB MEMBERS TO SUIT CONDITIONS OR SIMPLE SPAN TRU55 REQUIREMENTS. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR ANY SPECIAL CONDITIONS/LOCATIONS OF PANEL JOINTS. A. DETAILER NOTE THAT ALL WOOD MEMBER 51ZE5 SHOWN ARE NOMINAL, U.N.O. B. DE51GN OF METAL PLATE CONNECTED ROOF TRUSSES TO COMPLY WITH NFPA'5 NATIONAL DESIGN SPECIFICATION FOR THE DESIGN OF LUMBER AND ITS FA5TENING5: 1. ANSI/TPI 1-2002 - NATIONAL DE51GN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. 2, FLORIDA ADMINISTRATIVE CODE 665. 4. ALTERNATE TRUSS LAYOUTS ARE ACGEPTABLE ONLY A5 A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING, CHARGES FOR REDESIGN OF THE STRUCTURE BY THE ENGINEER OF RECORD. 5. TRU55 DESIGN LOADS ARE AS FOLLOWS: A. SLOPED ROOF TRU55E5 TOP CHORD: LIVE LOAD 20 P5F DEAD LOAD 10 P5F BOTTOM CHORD: LIVE LOAD 10 P5F DEAD LOAD 10 P5F UPLIFT - PER PLAN LOAD DURATION FACTOR: DEAD LOAD 0.90 DEAD LOAD + FLOOR LIVE LOAD 1.00 DEAD LOAD + ROOF LIVE LOAD 1.25 DEAD LOAD + WIND LOAD 1.33 B.MECHANICAL UNITS AND OTHER SUPERIMPOSED LOADS AS SHOWN ON THE DRAWINGS. C.INDIVIDUAL TRU55E5 ARE TO BE DESIGNED FOR SPECIFIC FRAMING CONDITIONS AND CONCENTRATED LOADS RESULTING FORM EQUIPMENT WEIGHTS AND OTHER LOADS AS INDICATED ON THE DRAWINGS. 6. SUBMIT SHOP DRAWING5 AND CALCULATIONS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT RE5IDE5 FOR REVIEW PRIOR TO FABRICATION, SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRU65E5, A5 WELL AS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRU55E5 OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRU55 SYSTEM. i. AN ERECTION DRAWING SHALL BE INCLUDED, IDENTIFYING TRU55 5YSTEM COMPONENTS, AS WELL A5 PERMANENT BRACING REQUIRED FOR TRU55 DESIGN. 8. HANDLING, ERECTION AND BRACING OF WOOD TRU55E5 SHALL BE IN ACCORDANCE WITH: 5C51 1-03 BUILDING COMPONENT SAFETY SUMMARY 5HEET5. TEMPORARY BRACING DE51GN SHALL BE PER 5C51 1-03 OR D55-89 (TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES) AB REQUIRED. COMMENTARY AND RECOMMENDATIONS BY THE TRU55 PLATE INSTITUTE. 9. WHERE ROOF PLYWOOD 15 NOT PERMANENTLY ATTAGHED TO TOP CHORD OF TRUSS, PROVIDE CONTINUOUS 2X4 6 2'-0" O.C. PERPENDICULAR TO TOP CHORD. 11. DELEGATED DE51GN COMPONENTS, TRUSS SHOP DRAWING5 AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGI51"ERED IN THE STATE IN WHICH THE PROJECT RESIDES, 12, PLYWOOD FLOOR, WALL AND ROOF SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF CHAPTER 23 OF THE FLOROA BUILDING CODE. UNLE55 SHOWN OTHERWISE, SPAN RATED PANELS SHALL BE FASTENED TO NOMINAL 2X SOUTHERN PINE FRAMING SPACED UP TO 24" O.C. IN ACCORDANCE WITH THE FOLLOWING: PANELS UP TO 1/2" THICK: Scl NAILS AT 6" O.G. EDGE, 12" O.C. ELSEWHERE. PANELS UP TO 5/0" THICK: 10ci NAILS AT 6" O.C. EDGE, 12" O.G. ELSEWHERE. PANELS UP TO 3/4" THICK: 12d NAILS AT 6" O.C. EDGE, 12" O.C. ELSEWHERE. UNBLOCKED 1/2" PANELS GOOD FOR 112 P5F UPLIFT, 260 PLF SHEAR. UNBLOCKED 5/6' PANELS GOOD FOR 149 PSF UPLIFT, 285 PLF SHEAR. 13.TRU55 PROFILES SHOWN IN PLANS, ELEVATIONS, OR DETAILS ARE SHOWN SCHEMATICALLY UNLE55 A SPECIFIC PROFILE 15 NOTED IN PLAN. TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING TRU55 PROFILES AND MEMBER SIZES REQUIRED TO SUPPORT SPECIFIC LOADS. TRUSSES SHOWN IN DETAIL ARE SHOWN SCHEMATICALLY FOR GENERAL INFORMATION AND SHALL NOT BE INTERPRETED AS THE INTENDED PROFILE UNLE55 SPECIFICALLY NOTED. 14.1DEFLECTION OF WOOD TRU55E5 SHALL BE LIMITED TO L/360 FOR LIVE LOADS, AND L/240 FOR COMBINED DEAD AND LIVE LOADS. 15.DE51GN DOCUMENTS INCLUDE A 5Y5TEM OF CUSTOM ENGINEERED TRU55 COMPONENT5 AND CONNECTION5 IN ACCORDANCE WITH ANSI/TPI 1-2002 AND ALL APPLICABLE STANDARDS OF TRU55 PLATE INSTITUTE, INCLUDING, BUT NOT LIMITED TO, ANSI/TPI 1-2002 - NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, 5C51 1-03 BUILDING COMPONENT SAFETY SUMMARY SHEETS AND D55-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRU55E5 AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES (FLORIDA ADMINISTRATIVE CODE 61G15). THE ENTIRE SYSTEM, INCLUDING ALL TRUSSES, CONNECTORS BETWEEN TRU55E5, BRIDGING, TEMPORARY BRACING FOR ERECTION, ANCHORAGE, AND EM5EDMENT5 SHALL BE DESIGNED BY A SPECIALTY ENGINEER (PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA). THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO IN5URE THAT H15 INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENT DRAWINGS, CONNECTOR CALCULATIONS AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY TRU55 5Y5TEM DELEGATED SPECIALTY ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. DESIGN TRUS6E5 FOR LOADS SHOWN ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF BUILDING MATERIALS FOR DEAD LOAD. USE PATTERNED AND PARTIAL SPAN LIVE LOADS WHERE REQUIRED TO PRODUCE MAXIMUM FORCE IN ANY TRUSS MEMBER. APPLY NET WIND UPLIFT ON ROOFS WHEN APPLICABLE. TRU55 TOP CHORD5 SHALL BE GROUP II SPECIES LUMBER. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT STRUCTURAL GRADE. ALL OTHER GRADE AND SPECIES SELECTION 15 AT THE DISCRETION OF THE SUPPLIER. COORDINATE ALL TRU55 DETAILS WITH ARCHITECTURAL DRAUJING5. FOR CONCEALED TO VIEW TRU55E5, WEB CONFIGURATIONS WHERE SHOWN ARE 5UGGE5TION5 AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. PROVIDE SIMPSON "'T55" PLATE, TAR IMPREGNATED FELT PAPER OR OTHER SUITABLE VAPOR BARRIER BETWEEN TRU55E5 AND CONCRETE OR MA50NRY BEARING SURFACES. PROVIDE G90 GALVANIZED HURRICANE ANCHORS DESIGNED FOR NET WIND UPLIFT AT ALL BEARINGS. 16.GENERAL CONTRACTOR TO COORDINATE HORIZONTAL AND VERTICAL CHA5E5, ATTIC AND ACCESS REQUIREMENTS INCLUDING 51ZE AND LOCATION WITH MECHANICAL, ARCHITECTURAL AND ELECTRICAL DRAWINGS. 61l8 WOOD FRAMING CONNECTORS: 1. CONNECTOR5 SHALL BE GALVANIZED. 2. CONNECTOR MODEL NUMBERS SHOWN ARE STRONG TIE CONNECTORS A5 MANUFACTURED BY SIMPSON STRONG TIE Co. USG CONNECTORS ARE ACCEPTABLE 5U55TITUTION5. 3. OTHER 5U55TITUTION5 ARE ACCEPTABLE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. 4. UNLESS SHOWN OTHERWISE, INSTALL 51ZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com Q Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 O M co N co t1 �co E00 VJ CO `L N co :Iz j N aM N Ln CM �00 co LU 0 � N 0 cc Co� 0 W >� a� C6 � U m r 0 > 0 o W e a- CO _ cc ILL co Q co U am co ~ Wco a z c QCO iML ,IMF Y U) UlU) O Y Q U) J U) J Z 0 2 � W = a N N S AR 4 � s a vo, ✓� O E. Florida icense #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: GENERAL STRUCTURAL NOTES CONT. PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S003 I __ L '19F1'!S T Y'I_� � III' Pz fllf' II'I"Itll'IDTf'I 9"IA I"II I7P1 ^I I' '. I i I' II I STRUCTURAL ABBREVIATIONS ABBREV ABBREVIATION ADD ADDITIVE ADDL ADDITIONAL ALT ALTERNATE/ALTERNATIVE ALUM ALUMINUM ACI AMERICAN CONCRETE INSTITUTE AI5C AMERICAN INSTITUTE OF STEEL CONSTRUCTION A151 AMERICAN IRON :AND STEEL INSTITUTE AFF ABOVE FINISHED FLOOR A5TM AMERICAN SOCIETY OF TESTING MATERIALS AWS AMERICAN WELDING SOCIETY ARCH ARCHITECTURE/ARCHITECTURAL BOX BOTTOM CHORD EXTENSION BP BASE PLATE/BEARING PLATE BM BEAM BRG BEARING BLK BLOCK B/ BOTTOM OF BLDG BUILDING BTWN BETWEEN BOT BOTTOM CIP CAST IN PLACE CTR CENTER CTRD CENTERED CL CENTERL INE C CHANNEL CLR CLEAR/CLEARANCE COL COLUMN CO COMPANY CONG CONCRETE CB CONCRETE BEAM cc CONCRETE COLUMN CM CONCRETE MASONRY CMU CONCRETE MASONRY UNIT COORD COORD INATE CONT CONTINUOUS E CONN CONNECTION GON5T CONSTRUCTION C5J CONSTRUCTION JOINT CL cJ CONTRACTION JOINT LO CF CUBIC FEET (FOOT) N GY CUBIC WARD M 0 DEPT DEPARTMENT 0 DIA DIAMETER DIM DIMENSION D 15T D 1 STANCE DN DOWN DWG DRAWING (n DIAG DIAGONAL 0 DET DETAIL DL DEAD LOAD o EA EACH Q EE EACH END z EF EACH FACE 0 E5 EACH SIDE a EW EACH WAY W EHPA EMERGENCY HURRICANE PROTECTION AREA FOR - ENGINEER OF RECORD Q ELEC ELECTRIC/ELECTRICAL EJ EXPANSION JOINT 0 EL, ELEV ELEVATION U U ENGR ENGINEER LLJ EQ 5P EQUAL SPACED EXIST EXISTING Q EXP EXPANSION EXT EXTERIOR U 6� F FOUNDATION F5 FAR SIDE Q FT; FEET/FOOT F D N FOUNDATION W FIN FINISH CD FIN GR FINISH GRADE 0 FF FINISHED FLOOR FLR FLOOR FD FLOOR DRAIN FTG FOOTING C i GA GAGE/GAUGE GB GRADE BEAM Q GALV GALVANIZED i GC GENERAL CONTRACTOR GEN GENERAL G5 GALVANIZED STEEL GL GRID LINE N HD HOT DIPPED HDG HOT DIPPED GALVANIZED m HORIZ HORIZONTAL H5A HEADED STUD ANCHOR HT HE IGHT 1 H65 HOLLOW STRUCTURAL SECTION 0 I MOMENT OF INERTIA 0 IN, INCH ID INSIDE DIAMETER INT INTERIOR O IF. INSIDE FACE 0 JT JOINT J5T JOIST K KIP (1000 LB) KLF KIPS PER LINEAL FOOT KSI KIPS PER SQUARE INCH KWY KEYWAY LB POUND LL LIVE LOAD LVL LAMINATED VENEER LUMBER L5L LAMINATED STRAND LUMBER LGTH LENGTH LT WT L IGHT WE IGHT LONG. LONGITUDINAL k ANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MC MISCELLANEOUS GHANNEL/MA5ONRY COLUMN MID MIDDLE MFR MANUFACTURE/MANUFACTURER MB MASONRY BEAM MO MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MI5C MISCELLANEOUS MPH MILES PER HOUR MET METAL N5 NEAR 51DE NIC NOT IN CONTRACT NT5 NOT TO SCALE NO, NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM OC ON CENTERS OPNG OPENING O.F. OUTSIDE FACE OD OUTSIDE DIAMETER OPP OPPOSITE 055 ORIENTD STRAND BOARD PEN PENETRATION PCB PRECAST CONCRETE BEAM PCC PRECAST CONCRETE COLUMN PCF POUNDS PER CUBIC FEET PAR PARALLEL PEMB PRE-ENGINEERED METAL BUILDING PL PLATE PLY. PLYWOOD PLF POUNDS PER LINEAR FOOT P5F POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P/C PRECAST CONCRETE/PILE CAP PLMG PLUMBING PREFAB PREFABRICATED PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED P/T POST TEN51ONED R REMAINDER REF REFERENCE RE INF REINFORCING READ REQUIRED R/W REINFORCED WITH RE) ROOF DRAIN REV REVISION RTU ROOF TOP UNIT 55 SOFFIT BEAM SCHED SCHEDULE 5C STEEL COLUMN S.F. SQUARE FEET 5F STRIP FOUNDATION 5Pc 5PACE/SPACE5 SPECS SPECIFICATIONS 50 SQUARE 55 5TAINLE55 STEEL 5TD STANDARD STL STEEL 5YM SYMMETRICAL 5TRUCT STRUCTURAL SIM 51MILAR STIFF STIFFENER TCX TOP CHORD EXTENSION TE THICKENED EDGE TEMP TEMPERATURE TENS TENSION THK THICK THD THREAD/THREADED TB TIE BEAM TOIL TOLERANCE TAB TOP AND BOTTOM T/ TOP OF TD5 TURN DOWN SLAB TRANS TRAN5VER5E T5 TUBE STEEL T.5. THICKENED SLAB TWF THICKENED WALL FOUNDATION TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VOL VOLUME WF WALL FOOTING WP WATERPROOF W5 WELDED STUD WWF WELDED WIRE FABRIC WT WEIGHT/STRUCTURAL TEE SECTION W WIDE FLANGE SECTION W/ WITH W/O WITHOUT WD WOOD WP WORKING POINT AT DESIGNATION # POUNDS / REBAR SIZE NUMBER +/- PLUS OR MINUS CENTER LINE iE PLATE 4 AND Sx SECTION MODULUS Ix MOMENT OF INERTIA A( XX xx OILELEVATION TOP OF FX STRUCTURAL SYMBOLS INDICATES: SECTION / DETAIL CUT INDICATES: ELEVATION TAG INDICATES: PLAN NOTE DESIGNATION PLAN / DETAIL MARK Y � INDICATES: COLUMN LABEL / FOOTING LABEL / TOP OF FOOTING ELEVATION (FOOTINGS: SEE "FOOTING SCHEDULE" SHEET 5201) LOAD BEARING MASONRY WALL NON -LOAD BEARING MASONRY WALL TILT -UP WALL WXXxXX In255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 NDICATES: SPAN DIRECTION INDICATES: SIZE OF STRUCTURAL STEEL BEAM NUMBER OF SHEAR STUDS. WXXxXX (20) INDICATES: COMP051TE BEAM 777� SCx CCx y — INDICATES: MOMENT CONNECTION (FULL CAPACITY OF SECTION) NDICATE5: SLAB DEPRE55ION NDICATE5: STEEL COLUMN NDICATE5: REINF. GONG. COLUMN INDICATES: CONTROL JOINT o cco Q co N C) ILL N ca t') a r LL c LL H N < a � N LO co CO LU F_ 0 W N a cu .o �LZ w W i� U g> F-- U > N w 0) Y ;_ a �L U am o �o it w ~o � � m �CO Q� Y U) Ul0 Q Y 0 Q 07 J U) J z �2 > 0 2 � W a N N ```S ► t A RB $ co • . 0 -Z4 s NO .. 141 H1ru&�ro4h�i, P.E. Florida License #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: GENERAL STRUCTURAL NOTES C❑NT, ABBREVIATI❑NS AND SYMBOLS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S004 T 60 e� CL 0 0 N vn Q CD Q 0 0 z Q U) W J m Q W Cn U) W rL M Z O U) / cn I 0 Q W / Q N I CD M a) W I Qu 0 0 i U) 0 0 CD CAI J -On TY 'I .11 (TYP.) ROOF PRESSURE DIAGRAM NET ROOF PRESSURE TABLE (PSF) TRIBUTARY AREA INTERIOR ZONE 1 (psf) EDGE ZONE 2 (psf) CORNER ZONE 3 (psf) OVERHANG ZONE 2 OVERHANG ZONE 3 P051 T I VE NEGATIVE P051 T I VE NEGATIVE P05 I T I VE NEGATIVE NEGATIVE NEGATIVE 10 2(o -28 26 -48 26 -48 -48 -48 20 26 -28 26 -43 26 -43 -41 -41 50 25 -21 25 -3(0 25 -36 -45 -45 ±100 24 -2(o 24 -31 24 -31 -44 -44 NOTES: 1- P051TIVE AND NEGATIVE VALUES INDICATE5 WIND PRE55URE5 ACTING TOWARD AND AWAY FROM THE 5URFACE5, RE5PECTIVELY. WALL PRESSURE TABLE (PSF) TRIBUTARY AREA INTERIOR ZONE 4 (P5F) CORNER ZONE 5 (P5F) P051TIVE NEGATIVE POSITIVE NEGATIVE 10 29 -31 29 -35 20 28 -30 28 -36 50 26 -28 26 -32 ±100 24 -21 24 -30 NOTES: 1- P05ITIVE AND NEGATIVE VALUES INDICATE5 WIND PRE55URE5 ACTING TOWARD AND AWAY FROM THE 5URFACE5, RE5PECTIVELY. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 WALL PRESSURE DIAGRAM PARAPET PRESSURE TABLE (PSF) NEGATIVE P051i Y_ SJ ll NOTES: 1- P051TIVE AND NEGATIVE VALUES INDICATE5 WIND PRE55URE5 ACTING TOWARD AND AWAY FROM THE SURFACES, RE5PECTIVELY. �a LO M O co M N M LL N N M 00 E C/� .� cc H " N cri 7 C) > N Q M N CV M ++ T 00 co W C] U) N U r 2 a Q a CO CO `o a) li W Er N C/5 m ULLI U c�i o [n Y CO CO ULL 1= L Q CM U) Qm o E W zco _o a L CC Cn co �V� /J� VJ Ul O Y 0 Z r� V i J J � z O W o_ N N ®�®���•''C, E N S • ®� ® 'V �� 3 \ ••• a o• � 1 .� Of w tea® ®� •°�C O R�®�® ����! ®®®`�'S/® HaiN#&puri; E. Florida License #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: WIND PRESSURE TABLES AND DIAGRAMS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: SOm5 LO CM O M 19 0 N 0 0 N z Q Z 0 Q 0 z 0 / I 0 Q / Q N I Y m 0 U I 0 0 0 In 0 O O N FOUNDATION PLAN NOTES: 1❑ SLAB ON GRADE CONSTRUCTION: 611 (TOTAL) THICK CONCRETE SLAB REINFORCED WITH (2) LAYERS W.W.F. (ox6-W2.1xW2.1 OVER MIN. 10 MIL POLYETHYLENE VAPOR BARRIER (SEE ARCH. DWG'S) ON COMPACTED SUBGRADE. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF W/ ARCHITECTURAL DWG'S, FOR ACTURAL TOP OF SLAB ELEVATIONS, SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS. ❑2 SLAB ON GRADE CONSTRUCTION: 41' (TOTAL) THICK CONCRETE SLAB REINFORCED WITH W.W.F. 6x6-W2.1xW2.1 OVER MIN. 10 MIL POLYETHYLENE VAPOR BARRIER (SEE ARCH. DWG'S) ON COMPACTED SUBGRADE. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF W/ ARCHITECTURAL DWG'S. FOR ACTURAL TOP OF SLAB ELEVATIONS, SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS. ❑3 INDICATES S" MASONRY BEARING WALLS REINFORCED W/ (1) *5 (VERT.) BAR AND MATCHING DOWEL AT FOOTING, IN SOLID GROUT FILLED CELLS AT ALL CORNERS, INTERSECTIONS, AND ADJACENT MASONRY OPENINGS (COORD. SIZE, LOCATIONS AND ELEVATIONS THERE OF WITH ARCHITECTURAL DWG'S), ENDS OF WALLS AND BETWEEN AT 2411 O.C. (MAX.) SEE PLAN FOR ADDITIONAL LOCATIONS. EXTEND VERTICAL REINF. BARS THRU TO UPPER MOST MASONRY BOND BEAM (SPLICE/LAP `ASREQUIRED) AND TERMINATE BARS W/ STANDARD 90 DEG HOOK. ® SLAB CONTROL JOINTS (SEE PLAN FOR SPACING) AND CONTROL JOINT DETAIL 1/52.0 FOR FURTHER INFORMATION AND COORD, W/ ARCHIEGTURAL DWG'S FOR ADDITIONAL LOCATIONS. ❑5 PROVIDE CORNER BARS WHERE ALL FOOTINGS CHANGE DIRECTION AND AT FOOTING INTERSECTIONS. SEE SECTION 8/52.0 FOR FURTHER INFORMATION. ® PROVIDE ADDITIONAL REINFORCING AT ALL RE-ENTRANT CORNERS. REINFORCING BAR TO BE CENTERED WITHIN CONCRETE SLAB THICKNESS. SEE FOUNDATION DETAILS FOR FURTHER INFORMATION. COORDINATE ALL CMU WALL OPENINGS W/ ARCHITECTURAL DRAWINGS. SEE MASONRY DETAILS FOR FURTHER INFORMATION. ® SEE GENERAL STRUCTURAL NOTES ON SHEETS 50.1, 50.2, AND 50.3. SEE ARCHITECTURAL DRAWINGS FOR LOCATION/LIMITS AND CONSTRUCTION INFORMATION FOR INTERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. 10 SLOPE CONCRETE s" PER 1'-0", COORDINATE EXACT LOCATIONS W/ ARCH./ MEP DRAWINGS. 11 I PROVIDE S" THICKENED SLAB REINFORCED WITH *5 BARS 6 1211 O.G. E.W. CENTERED IN SLAB. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS, 12 PROVIDE LT, GA. WALL COMPOSED OF 3 5/S" 1& GA. STUDS W/ 15/SI' FLANGES SPACED a ]roll O.C. ALIGN STUDS WITH JOIST ABOVE. T`r FOUNDATION PLAN SCALE: 1/4" = 11-011 T/ SLAB T/ FOOTING _ EL. - 0'-0" EL. = -1'-�" 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 co N cM M LL N CC3 M acc) N M rn N V` Q M � N Cf) co � T 00 LU O C/) N U _ d Q (� m -a o _ N EL LLI N Uj {. U > 0 LLI L Y ~ C tB = CO LL cc cc _= Q M C� U) LLO M CL m M Q ~ LU o — O L CD � Q �S Y_ U) Ln O Y 0 Z Q U) J U) J_ Z 2 °� � 75 o 0 2 � W a N N •.A!O ®s NO 19 ®b �IrE ��, •. �• ST Hai�i��P.E. Florida License #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: F❑UNDATI❑N PLAN PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: KE �- FLAN (3 1 S1.1 J 1� 5' -0" T 0 0 0 N z Q z Q L_ 0 0 N V / I 0 Q U / E N 0 M (D U) U I 0 o 0 O O O N I-- JT � _71 -7)/JT JT I I �--- -- GIRDS — TRU -- S I i JT I I .AI 1111h, ROOF TRUSS AI 111111 ROOF TRUSS I ROOF TRUSS ROOF TRUSS I ROOF TRUSS I ROOF TRUSS ROOF TRUSS R1 P- ROOF TRUSS 00 I I ROOF TRUSS I I ROOF TRUSS ROOF TRUSS GIRDER TRUSS JT J I L — I --- I I JT 3'-,{II 12 A ROOF FRAMING fLA SCALE: 1/4" = 1'-011 FRAMING PLAN NOTES: 2 S3.1 10 WOOD ROOF TRUSS #1 SPACED la 24" O.G. MAX., DESIGNED BY SPECIALITY ENGINEER. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS WHICH SHALL BE PREPARED, SIGNED AND SEALED, BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW AND APPROVAL. 2❑ WOOD ROOF TRUSS 02 SPACED 'm 24" O.G. MAX., DESIGNED BY SPECIALITY ENGINEER. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS WHICH SHALL BE PREPARED, SIGNED AND SEALED, BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW AND APPROVAL. ❑3 2X8 WOOD LEDGER. CONNECT LEDGER TO CONCRETE TIE BEAM W/ 5/5" DIA. EXPANSION BOLTS 6 4" FROM EACH END AND 24" O.C. IN BETWEEN (WHERE APPLICABLE). EMBED EXPANSION BOLTS MINIMUM 4" INTO CONCRETE TIE BEAM. ® ROOF FRAMING SHALL BE 5'0" EXTERIOR GRADE STRUCTURAL SHEATHING SPANNING OVER WOOD TRUSSES. ROOF DIAPHRAGM SHALL BE FULLY BLOCKED FOR SHEATHING. SEE DETAIL 2/53.4 FOR FASTENING PATTERN. COORDINATE LOCATIONS OF ALL MECHANICAL UNITS AND ROOF PENETRATIONS W/ MECHANICAL AND ARCHITECTURAL DRAWINGS. ® WOOD ROOF TRUSS #3 SPACED Q 24" O.C. MAX., DESIGNED BY SPECIALITY ENGINEER. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS WHICH SHALL BE PREPARED, SIGNED AND SEALED, BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW AND APPROVAL. 0 PROVIDE 2X8 WOOD BLOCKING IN FIRST (3) BAYS o 48" O.C. TYP. SEE DETAIL 2/53.0 FOR FURTHER INFORMATION. ® SEE GENERAL STRUCTURAL NOTES ON SHEETS 50.1, 50.2, AND 50.3. ❑c3 SEE ARCHITECTURAL DRAWINGS FOR LOCATION/LIMITS AND CONSTRUCTION INFORMATION FOR INTERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. 10 PROVIDE DOUBLE LAYER OF PLYWOOD SHEATHING DESIGNED FOR 100 PSF LIVE LOAD, FOR MECHANICAL EQUIPMENT. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 11 PROVIDE FULL DEPTH BLOCKING UNDER RTU'S, OPENINGS, AND OTHER MEP EQUIPMENT. PLACE BLOCKING ALONG EDGE OF UNITS AND IF REQUIRED AT 24" O.C. UNDER EQUIPMENT, TYPICAL. SEE DETAILS 2/53.0 FOR ADDITIONAL INFORMATION. 12 PROVIDE (2) 2 x 8 SUB FASCIA. 13 PROVIDE DOUBLE ROOF TRUSSES UNDER ROOF TOP UNITS AND ALONG EDGE OF OPENING AS SHOWN ON PLAN, TYP. 14 NOT USED 15 MUZAK EQUIPMENT, SEE ARCH'L. DRAWINGS FOR EXACT SIZE, LOCATION, AND MOUNTING REQUIRMENTS (PROVIDE 18 CONC. BLOCKS PER MOUNTING REQUIREMENTS FOR MAXIMUM WIND SPEED OF 125 MPH.) ROOD FRAMING PLAN SCALE: 1/4" = 11-011 ER255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: A07-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 U2_3 LO co O Cl) CN M M LL N f6 co n00 U) CO ILL � rn > N Cj N L M �00 UJ 0 C) N U_ 2 a Q co 0 E-L ci > U 0 LLI V) Y CCo = t6 -71 ILLco a �� U am O E� W ~ o CM z N U) Qco 1NIL NE1 Y_ U) UlO Y 0 Q J U) J Z ry 2 O _ W W = N N %®''111 1iii!!f/®�®' ' No 533 rr tFJ/` Z��: TAT : j ®® ,c Q, .: g�°GIs �O N PA-'e ®® Hasan A4ouri, P.E. Florida License #53319 4,�J V This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be retumed upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 KEY PLAN (D NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: ROOF FRAMING PLAN PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S102 J _I L SEE PLAN FOR CONCRETE SLAB - INDICATES ON GRADE AND FCONTROL JOINT OR 1/ RE INFORC ING CONSTRUCTION FILL WITH JOINT n JOINT, SEE NOTE (1) MATERIAL SEE 7/ BELOW FOR OPTION ARCH'L (TYP) _ C, =,1IIIliII n -:: ill crl CONT SLAB RE INF'G. `" COMPACTED AT CONTROL JOINT STOP SLAB REINF'G. SUBGRADE (TYP) (W.WR) EACH SIDE (TYP.) OF CONST. JOINT (TYP) CONTROL JOINT CONSTRUCTION JOINT NOTE: 1. CONSTRUCTION JOINTS MAY BE USED IN LIEU OF CONTROL JOINTS. 2. JOINT PLACEMENT REQUIREMENTS: FOR ENCLOSED / INTERIOR AREAS. 15'-0" O.C. (MAX.) EACH WAY FOR OUTSIDE / EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE - GENERAL CONTRACTOR IS TO COORDINATE JOINT LOCATIONS WITH THAT OF TILE MORTAR JOINTS. 3. AT CONTRACTORS OPTION, CONTROL JOINTS MAY BE FORMED OR SAWED. JOINTS MUST BE SAW CUT AS SOON AS POSSIBLE WITHOUT TRAVELING CONCRETE. (4 TO 1(o HOURS AFTER POUR). 7'�R I CAL 5L A5 CONFRUCT I ON AND CONTROL JOINT IDETAIL5 52.0 SCALE:3/411=1'-011 FOOTING REINFORCING: SEE PLAN, SECTIONS AND / OR "FOOTING SCHEDULE" FOR SIZE AND NUMBER. (TYP.) INDICATES,"STEP FOOTING" (IF REQUIRED) GENERAL CONTRACTOR TO COORDINATE LOCATIONS. (TYP.) z d a 4 .a d /i . (01 COMPACTED 5U5GR DE. 12 (TYP.) ADDITIONAL REINFORCING: SAME SIZE ro AND NUMBER AS FOOTING REINFORCING. (TYP.) 300 LAP (15" MIN.)401 TAR, 5TRRED FTG. DETAIL 52.0 SCALE: 3/4 52.0 % SCALE: 3/411-1'-011 74� 1'-0" =Ij1- 300 LAP PI i 10'-0" (120") SIGN CONVENTION h, z: SLAB SURFACE Pz (+) IS MORE UPHILL PROFILE %ems ELEVATION hz zz =hz -h I DATUM MEASURE OF FLOOR LEVELNESS 12111211SIGN CONVENTION q SLAB SURFACE TROUGH, q >0 P' � PROF I JR CREST, q <O dz � �... h3 gg_hg— �2 h h z DATUM ME,45URE OF FLOOR FLATNESS NOTES: S = STANDARD DEVIATION OF ALL z FLOOR READINGS 1, F L = LEVELNESS F-NUMBER F L = 12.5 WHERE- z = MEAN VALUE OF ALL z FLOOR TREAD INGS (3 x Sz) + z Sz= STANDARD DEVIATION OF ALL q FLOOR READINGS 2. FF = FLATNESS F-NUMBER Fr = 4.51 WHERE C1 = MEAN VALUE OF ALL cj FLOOR READINGS (3X5q)+q USING THE F-NUMBER 5Y5TEM.II 3. FF AND FL SHALL BE STATISTICALLY DETERMINED ACCORDING TO ASTM E 115E 4. REFER TO CONCRETE SPECIFICATIONS FOR REQUIR41D F ANLD F VALUES. rf- 5L=A5 5AFACE TOLE ANC 52.0 SCALE: 3/411=1' -0'1 OUTSIDE CORNER BARS TO 24" (MIN.) LAP MATCH SIZE AND NUMBER WITH THAT OF HORIZONTAL REINFORCING BARS. (TYP.) a - d d a d a 4 a . 8 a a d a 4 a PROVIDE 2x4 d KEYWAY (TYP.) a ,yam ° d L a TYPICAL HORIZONTAL REINFORCING. d a 4' d ° 4 CORNERS INTERSECTIONS TNrR I CAL= HORIZONTAL f P..,E IN ORC ING CONCRETE FOOTING5 TURNED DOIJN 5L=A65 52.0 SCALE:3/411=1'-011 a d 4 a a - a - a 4 a d 4 a a, ° d a d d a 4 + a s ° d a ° .q a d d 4 — 4 a 4 N a.. _ Q 4 4 ° a d a d 4 a 1 G.I.P. SLEEVE., MIN. m a ' — Z d " GREATER D IA. I � � LAP 5PL I GE THAN CONDUIT. I ` 40 BAR 611 DIAMETERS. MIN. PLAN /FT6.'/ GRADE BEAM PIPING WHICH 15 LOCATED 3'-0" AND/OR MATCH FOUNDATION DEEPER THAN (FROM THE TOP OF REINFORCING 51ZE 4 FOOTING) WILL NOT BE REQUIRED TO NUMBER. INTEGRATE WITH THE FOOTING. 1� T**rP. FOOTING SLEEVE DE -TAIL 52.0 / 3/411=11-011 COORD. LIMITS AND LOCATION OF DEPRESSED SLAB WITH ARCH'L. SEE ARCH. DU ;5. FOR SLAB DROP AMOUNT, (4" MAX.) TYP. SEE PLAN T/ SLAB COMPACTED —I I Ii111 SUBGRADE. (TYP.) a1 sTeP IN sLAa S2 0 SCALE: 3/4" = V -011 LIMITS OF S" THICK CONCRETE SLAB. SEE PLAN FOR LOCATION. (TYP.) 05's CONT. a 12 "O.C. (MAX.) EACH WAY, CENTERED IN 5" SLAB. (TYP.) c� a 4 . 12 COMPACTED 12 SUBGRADE. (TYP.) ("-5� CHANGE IN 5L=A5 D FTH 52.0 SCALE: 3/411=1'-011 #4 CORNER BARS AS SHOWN ON PLAN #4 BARS @ 12" O.C. AROUND 4`1 24'I PERIMETER CONC. SLAB ON GRADE: SEE PLAN FOR TYPICAL INFORMATION. (TYP.) LU w <[ III II COLUMN BASE 14"x14"A" W/(4)1/5" D IA. OF STEEL a COLUMN. CONCRETE SLAB ON GRADE: SEE PLAN FOR TYPICAL INFORMATION. (TYP.) OgL SEE PLAN =v T/SLAB rYP. BLOCK -OUT: f -6" (SHAPED) FILLED W/CONC. AFTER COLUMN HAS BEEN INSTALLED. TYP. STEEL COLUMN: SEE PLAN PROVIDE BIT. COATING FOR SIZE AND LOCATIONS. 1 ON 5%. SURFACES (TYP.) EXPOSED BELOW T/SLAB. (TYP.) SEE PLAN FOR CONCRETE z SLAB ON GRADE INFORMATION. (TYP.) j Z I I SEES PLAN 1 111---- W- O O� Y T/ SLAB 4.In J 4—a -_ Z EQUAL EQUAL op F- (SEE PLAN) SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 EN G I N E E R I N G Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 COLUMN FOOTING: SEE ADD (3)-15x6'-01G W/ PLAN AND SCHEDULE 04 SUPPORT BARS AND FOR SIZE. CHAIRS EACH END. a a a d ° d d d a4 d a WALL FOOTING: SEE PLAN AND SCHEDULE FOR SIZE, 2x4 KEYWAY JOINT. CONT. 2'-0" (AT CONTRACTORS OPTION.) EXTEND WALL FTC. REINFORCING) NOTE: USE THIS DETAIL ONLY WHEN BOTTOMS OF PAD / SPREAD FOOTING (F- ) IS DEEPER THAN THAT OF ADJACENT WALL FOOTING (WF- ) WHERE BOTTOMS ALIGN - WALL FOOTING (WF- ) MAY EXTEND THRU PAD / SPREAD FOOTING (F- ) T"rRICAL= WALL FOOTING AT 5RRAD FOOTING DETAIL 52.0 % SCALE: 3/411=1' -011 PROVIDE HEAVY HEX NUTS TOP AND BOTTOM. (TYP.) �z w0 O� CID \k n ° m PLATE WASHER, TOP AND BOTTOM. 3/5"x2 "x2" TOP OF COLUMN BASE PLATE: SEE SECTIONS FOR SIZES. (TYP.) NON -SHRINK GROUT: 1 1/2" MIN. THICKNESS REQUIRED. (TYP.) -� TACK WELD PROVIDE PLATE WASHER: 3/511x2 "x0' -2 "LG. SEE GENERAL NOTES. (TYP.) PROVIDE HEAVY HEX NUT. (TYP.) ------,,,TACK WELD ANCHOR BOLT NOTES: UJ 1, THE INFORMATION SHOWN IN THIS DETAIL, IS FOR USE WITH ANCHOR 15 f-- a BOLTS - 3/4" DIA. AND LARGER. n 0 7 O 2. ANCHOR BOLT PROJECTION: MINIMUM LENGTH AS REQUIRED TO ACCOUNT FOR NON -SHRINK GROUT, COLUMN BASE PLATE THICKNESS, WASHERS / NUT PLUS 1 1/2" MIN. (THREADED LENGTH ABOVE NUT) 3. HOLES IN THE PLATE WASHERS SHALL BE SIZED 1/16" OVER THAT OF THE ANCHOR BOLT DIAMETER. 4. ALL ANCHOR BOLT NUTS SHALL BE "SNUG TIGHTEN" AS DEFINED BY "AISC" AFTER THE FOOTING CONCRETE HAS A MINIMUM OF 14 (FOURTEEN) DAYS TO CURE. (TYPICAL UNLESS OTHERWISE NOTED) 111 TYP. STEEL COLUMN SECTION 52.0 % SCALE: 3/411-1'-011 520 SCALE: 3/4 11-11-011 in TNrPIcAL ANCHOR BOLT DETAIL u3 C.� 2 Q W w U W U a C0 fr 0 W w z U) U) Ln O �®llfldllf®®� ® ®P .. ®�® No 19 ®®. ®irZ !�F ST 41 4 0)J I AV ®a®® Hasan �. Arouri, P.E. Florida License #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTI❑NS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S200 _ !111A _ I I I I __-L _ _ 1_ I '.11 J - _� J II 11 1 11r,31'T11WI 11)14N IC'1111 VI11V__!41 e r I I ! 11 I'i _ I _ -. _ _ — - - _ _ _.. I I11JL FASTEN WITH s"O SS RODS AT 16" O.C. SPACING W/ HILTI HY 150 EPDXY ADHESIVE. MIN. EMBEDMENT INTO Ad CMU = 6 ", TYP. S" BOND BEAM RE INF. W/ (2)-05 REBAR CONT., TYPICAL. S" CMU WALL SEE PLAN FOR REINF. DOWELS TO MATCH VERT. REINF. T/ SLAB EL. = O'-011 SLJ 4 GROUT FILL ALL CELLS SOLID BELOW FIN. FLOOR, T/ FOOTING EL. = SEE PLAN WINDOW OPENING, SEE ARCH, 1/2" PREMOLDED JT. FILLER 4 SEALANT, TYP. GONG. SLAB ON GRADE SEE PLAN QI 36" MIN. LAP SPLICE LENGTH. °a d dl 12" CMU TYP. BASE a d cfl ,J\ U 311 CLR. CONC, FOOTING SEE PLAN 4 SCHED. FOR SIZE & REINF. �WALL SECTION SCALE: 3/4"4-011 T/ BOND E EL. = 3'-0 CONCRETE S SEE, CIVIL DI T/ SLAB EL. = O'-0, 12" CMU TYP AT BASE T/ FOOTING EL. = SEE F 5-� WALL SECTION 52.1 % SCALE:3/411-11-011 B" BOND BEAM REINF, W/ (2)-05 REBAR CONT., TYPICAL. STONE VENEER, SEE ARCH, S" CMU WALL SEE PLAN FOR REINF, DOWELS TO MATCH VERT. RE INF. dI­\T/ SLAB '-PEL. = OI-O" GROUT FILL ALL CELLS SOLID BELOW FIN. FLOOR. dkT/ FOOTING EL. = SEE PLAN ILDED JOINT SEALANT, TYP. �B ON GRADE 1 ° ° WINDOW OPENING, SEE ARCH, 12" PREMOLDED JOINT FILLER 4 SEALANT, TYP. CONC SLAB ON GRADE SEE PLAN U 311 CLR. CONC. FOOTING SEE PLAN 4 SCHED. FOR SIZE 4 REINF. � WALL sEcrioN SCALE: 3/4"4-011 ° d ° 36" MIN. LAP SPLICE LENGTH. 12 " CMU TYP. BASE 6 i CONT. CMU BOND BEAM W/ CONT. (2) 05 BARS. ( TYP.)_- 4'-0" O.C. (VERTICAL SPACING) S" CMU WALL SEE PLAN a FOR RE INF. d 4 DOWELS TO MATCH VERT. REINF. ° T/ SLAB A A EL. - O'-O" ° d d TN (oil OILT/ FOOTING MIMIN. d d EL. = SEE PLAN ° a GROUT FILL ALL CELLS a a $ la SOLID BELOW FIN. FLOOR a a m WF-2.0 v 3(SEE PLAN) CLR. CONC. FOOTING SE PLAN 4 SCHED. FOR SIZE 4 REINF, 4" SLAB ON GRADE (1) #5 x CONT. (SEE PLAN) T/ SLAB EL. = O'-O" d 12" CMU BLOCK _ ALL CELL GROUTED Ai-JI FOOTING EL. = SEE PLAN d a � WALL s€cTioN SCALE: 3/4"4-011 r °a d . �I d - II a I ° -1 #4 BARS 24" O.C. x 36" LONG. ° \\-- 6" SLAB ON GRADE (SEE PLAN) #5 DOWELS 24" O.C. BEND 311INTO SLAB ABOVE. ALTERNATE CONC. FOOTING DOWEL DIRECTION. SEE PLAN 4 SCHED. FOR SIZE 4 REINF. 61 SECTION a ENTRANCE 52.1 SCALE:3/411-11-011 CONT. CMU BOND BEAM W/ CONT. (2) #5 BARS. (TYP) 4'-o" O.C. (VERTICAL SPACING) -12" PREMOLDED JOINT FILLER & SEALANT, TYP. CONC SLAB ON GRADE SEE PLAN 36" MIN. LAP SPLICE LENGTH. CONC SLAB ON GRADE SEE PLAN GLAZED ALUMINUM STOREFRONT, SEE ARCH. BEND DOWELS INTO SLAB. TYP. WHERE TDS 1'-4" DEEP x 11-0" WIDE REINF. W/ (2)-#5 CONT. 4 1*4 2'-0" O.C. TRANSVERSE. Y2" PREMOLDED JOINT FILLER 4 SEALANT, TYP, CONCRETE SLAB ON - GRADE SEE PLAN � o � 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 CJ) a w STONE VENEER, SEE ARCH. S" CMU WALL SEE PLAN FOR RE INF. v, CONCRETE SIDEWALK w SEE, CIVIL DWG'SOILz T/ SLAB o EL• - O'-/]till 3611 MIN. LAP o T/ FOOTING SPLICE LENGTH. EL. = SEE PLAN 12" CMU TYP o GROUT FILL ALL CELLS SOLID AT BASE p o BELOW FIN. FLOOR. - DOWELS TO MATCH VERT. RE INF. U 3 11 CLR, CONC. FOOTING SEE PLAN 4 SCHED. FOR SIZE 4 REINF. � WALL sEetioN — -3" CHAMFER I I / CONCRETE SIDEWALK 24 IN SEE, CIVIL DWG'S I I T/ SLAB °. EL. = 0'-/7511 —M-- 4 4 ° 4 d a T/ FOOTING EL. = SEE PLAN ° ° 4 4 d d 05 Z-BARS 'a 24" O.G. 1. d ° (CENTERED BETWEEN 4 ° d TRANSVERSE REINF.) 311� CONC. FOOTING SEE PLAN 4 SCHED. FOR SIZE 4 REINF. SECTION a ENTRANCE SCALE: 3/4114-011 LO ce) O M CID ":T fn M N m U_ N C CM (5.oc) V J � U` d) co =s CA N M N u7 CO �CO w 0 Nt N .o >LL a� v CL CO CO C� CO E U cc 0 �Cn CU Y Lnco 0 Y Z Q U) J rn J Z 000-0 W d N N j%j*%9ijjA�y�p,� S ��� � ®®GEMS • • .®�dv 319 Slp ® ST Fe7 t >£ lA P.E. This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S201 `I Ili II 1 119 1 I II 11 11 Il 11 '`I' 11111 1 11 1' CONT. CMU 50ND BEAM W/ CONT. (2) #5 EARS. (TYP.) is 4'-0" O.C. (VERTICAL SPACING) all CMU WALL SEE PLAN FOR REINF, DOWELS TO MATCH VERT. REINF. LAP LENGTH =36" Ai-JI SLAB EL. = 0'-011 12" CMU TYP AT BASE T/ FOOTING EL. = SEE PLAN ° d '6a °° d a 36" MIN. LAP SPLICE LENGTH. J/2" PREMOLDED JOINT FILLER 4 SEALANT, TYP. CONCRETE SLAB ON GRADE, SEE PLAN ° d ° m 311 CONC. FOOTING SEE PLAN & 5CHED. FOR SIZE 4 REINF. � WALL SECTION 822 `.r'CALE:3/4"_I'_0" B/ LINTEL EL. = 5'-1 5/ OPEN EL. = 3'-� CONT. CMU f CONT. (2) #5 ,t' O.C. 0 SPACING) S" CONT. CONC. SEAM RE INF. W/ 2-#5 CONT. CUT BLOCK AS REQUIRED AT SERVICE RECEIVER OPENING. ,211 PREMOLDED D JOINT FILLER 4 PROVIDE VENEER ANCHOR SEALANT, TYP. AT 16" O/C SPACING, D TYPIACL AT VENEER WALL.9 CONCRETE SLA5 ON � GRADE, SEE PLAN D T/ SLAB p T/ 6LA5 EL. = 0'-011 �� a --� EL. = 0'-011 4 ° 4 4 d T/ FOOTING ° 4 d d EL. = SEE PLAN a a M 311 CONC. FOOTING SEE PLAN 8 5CHED, FOR SIZE 4 REINF. 4\ PACKAGE RELIEVER 6ECTION 2.3 SEE DETAIL 1/52.1 FOR ADD'L. INFORMATION .46a 46 ° - d ° 4 ° ° a Qa ° p p D D GLAZED ALUMINUM STOREFRONT, SEE ARCH. Y2" PREMOLDED JOINT FILLER 4 SEALANT, TYP. CONCRETE 5L A5 ON GRADE, SEE PLAN T/ SLAB rik EL. = 0'-011 m 311 CONC. FOOTING SEE PLAN 4 5CHED. FOR SIZE 4 REINF. 21 WALL secrioN 522 % SCALE: 3/4"-1'-0° T/ FOOTING EL. = SEE AN PROVIDE VE ANCHOR AT 5PAC ING, TYI AT VENEER U %."EXTERIOF SHEATHING .JET/ SLAB T/ FOOTING YEL. = SEE PLAN 12" CMU FULL' GROUTED 5ELOW GRAZ CONCRETE COL Ut* I`N 5CH IDUL MARK COLUMN 51ZE VERTICAL RE INFORCEC ING TIE RE INFORCEC ING REMARKS CC-1 1311x24" 6 -#6 #3aall O.C. - CC-2 S"x16" 4-#6 #3Q8"I - CC-3 S"xSII 4-#6 #3all - CC-4 SEE DETAIL S - #6 #3 S" 1 - CC-5 SEE DETAIL 12 - 06 #3 Q S" O.G. - CC-6 SEE DETAIL 14 - #6 #3 6 all O.C. - CC-7 SEE DETAIL -I - #6 #3 6 all O.C. - 5� CONCRETE COLUMN SCHEDULE u 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 S" CONT. CONC, BEAM REINF. W/ 2 -#4 CONT. H55 2/V2Hx2 2"xYi&'I PROVIDE L 3Hx311x/&II x2 "LONG W/ (2)-%" 0 TAPCON5 (V41' EMBEDMENT) INTO CONCRETE COLUMN / MA50NRY EACH END OF BEAM 455 2Y"x2�ux/611 -.OLUMN EACH 51DE :RAMED BETWEEN 40RIZONTAL HEADERS. ;ONTINUOUS L 3"x3"x/4" STEEL %NGLE W/ (3)-i2"O HILT[ K111K BOLT JEDGE ANCHORS x4" EMBEDMENT )CCUR5 a EACH COLUMN 3EE PLAN FOR FOOTING SIZE 4 REINFORCING NOTE: NOTCH OUT SLAB TO RECESS COLUMN 4 STEEL ANGLE. (SOLID GROUT POCKET) 5EE PLAN 4 5CHED. FOR E�IZE 4 REINF. 3 AFTER NOUR,^ DEFoSIT SECTION 52.2 % SCALE: 3/4 2'-3 1/2" 1' -41I 3 1/ " 4 • 4 ° Z Q co J_ 2 2 W N AR N 5331 ° 1- ® e ®® sT F on #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER 522 % SCALE- 3/4"-1'-011 522 % SCALE:3/411-1'-011 S202 LL__ V P I ;I 1 if 11 A, I. I ,I L __ LL I --- I, 2'-0I' (TYP_) MASONRY WALL RE I NFORG I NG: (VERT) SEE PLAN FOR 51ZE AND LOCATION INFORMATION. (T)'P.) HORIZONTAL REINFORCING: SEE "LINTEL 5GHEDULE" FOR SIZE. (EXTEND 2'-O" MIN. BEYOND EACH 51DE OF MASONRY OPENING - GROUT FILL SOLID HORIZ. GELL5) TYP. COORD. W/ ARCH'L DWG5. 5/PRECAST "U" LINTEL PRE0A5T "U" LINTEL OVER ALL MASONRY OPENINGS, SEE SHEET 52.2 FOR "LINTEL 5GHEDULE" FOR 51ZE AND REINFORGING INFORMATION. (TYP.) NOTE: GOORDINATE ALL MA50NRY OPENING SIZES, LOGATI ON5 AND ELEVATIONS WITH ARCH'L. DRAWIN65. (TYP.) iCOORD. W/ ARCH'L DWGS, 'T/MA50NRY OPENING SILL HORIZONTAL REINFOEGING: SAME AS THAT WH I GH 15 TO BE PROVIDED IN PRE0A5T "U" LINTEL (ABOVE) SEE "LINTEL 5GHEDULE" FOR SIZE, SET IN KNOGK-OUT BLOCK LINTEL GOUR5E, FILLED SOLID. (TYP.) NOTE: FOR 8" GMU JAMB @ WINDOW/ DOOR OPENING PROVIDE MINIMUM (2) FILLED GELL5 W/ (1) #5 BAR IN EAGH. EXTEND JAMB FULL HEIGHT OF GMU WALL. TN�F, REINFORCING AT 1�IA5ONRNr OPEN IN S 314" =1'-0" TYPICAL NO. 9 GA. WIRE LADDER REINFORCING 1(0" VERTICAL SPA. TYP. PROVIDE BARS A5 SHOWN HERE AT WALL CORNERS. TYP. THIS 21.On PROJECT, I 2'-0" (TYP_) MA50NRY WALL RE I NFORG I NG: (PERT) SEE PLAN FOR 51ZE AND LOGATION INFORMATION. (TYP.) HORIZONTAL REINFORCING: SEE S" OR 12" SEE PLAN5 AND PLAN NOTES FOR "LINTEL SCHEDULE` FOR SIZE. GMU WALL LOCATIONS OF GROUTED CELLS (EXTEND 2'-0" MIN. BEYOND EACH (SEE PLANS) W/ VERT. STEEL REINF. BAR (TYP.) 51DE OF MASONRY OPENING GROUT FILL SOLID HORiZ. GELL5) F g 1 H 51'0P GROUT 1 1/2" (MIN.) BELOW TOP T'P• OF UNIT IF POUR 15 STOPPED FOR MORE THAN ONE (U HOUR. *19 COORD. W/ ARCH`L DWGS. MAXIMUM HEIGHT OF POUR = 4'-011 5/PRECAST "U" LINTEL a d WAIT THREE (3) TO FIVE (5) MINUTES VERTICAL STEEL ad AND CONSOLIDATE WITH FLEXIBLE PREGA5T "U" LINTEL OVER ALL DOWELS TO CABLE VIBRATOR. RECONSOLIDATE MA50NRY OPENING5, SEE SHEET MATGH GMU WALL 1 LATER BEFORE PLA5TICITY 15 LOST, 52.2 FOR "LINTEL 5GHEDULE" FOR REINF. (TYP.) 1 WAIT 30 (MIN.) MINUTES BEFORE 51ZE AND REINFORGING a PLACING NEXT LIFT. INFORMATION. (TYP.) JOINT MATERIAL: SEE ARCH'L. 1 DRAWINGS. (TYP.) �tL Q °Ik CONCRETE SLAB ON I NOTE: COORDINATE ALL MA50NRY z a I I GRADE, SEE PLAN FOR OPENING SIZES, LOCATIONS AND TYPICAL INFORMATION. ELEVATIONS WITH ARGH'L. j (TYP.) DRAWINGS. (TYP.) 4 1 SEE PLAN .P. a T/ SLAB VERTICAL DOWEL (FROM FOUNDATION) 51ZE AND LOGATION TO MATCH THAT OF MA50NRY WALL RE I NFORG I NG. (SEE PET. 5/52.1 FOR FURTHER INFORMATION) TYP. SEE PLAN T/ CONC. SLAB NOTE: I. FOR 8" GMU JAMB @ WINDOW/ DOOR OPENING PROVIDE MINIMUM (2) FILLED GELL5 W/ (1) #5 BAR IN EAGH. EXTEND JAMB FULL HEIGHT OF GMU WALL. TNrf . REINFORCING AT MASON � ( DOOR) OPENINGS S23 3/4"=1'-011 I I 6" MI . _� T. B. BARS SPLICE `v CONC. FILLED CELL WITH VERTICAL BAR 24"x24" L BARS TO EXTENDING THRU BM. MATCH BEAM REINF. ABOVE 4 INTO FDN. TYP. BELOW. TYP. NOTES: 1. TYPICAL WIRE LADDER REINFORCEMENT FOR ALL C.M.U. WALLS SPACED a 1C" O.C. VERTICALLY, ALSO PROVIDE ADD'L LAYERS ABOVE AND BELOW DOOR OR WINDOW OPENINGS. USE MIN. 6" LAP 5PLICE5. TYP. 2. SEE PLAN FOR SIZE AND SPACING OF VERT. REINF. BARS. HORIZONTAL WALL REINFORCING/ VERTICAL CORNER REINFORCING 523 % 3/4"=1'-011 32" x 32" MIN. CONC. INFILL AROUND EMBED. INCREASE 51ZE AS NEEDED TO MAINTAIN A MIN. OF S" BORDER, PL-EMBED, SEE TYPICAL DETAIL 2/63.3. STEEL BEAM, SEE PLAN. T T T T 5TEEL 5EA�l CO 523 SGALE:3/4"=I'_0" i NOTE: v REFER TO PLAN AND SCHEDULE FOR SIZE AND QUANTITY OF BEAM REINF. TYP, CONC. FILLED CELL WITH VERTICAL BAR EXTENDING THRU BM. 00210111yom NEW, o MIN. (4)-#5 VERT. ENTIRE HEIGHT OF WALL AT SUPPORT LOCATION. BOND 5EAM5 W/ (2)-#5 HORIZONTAL. EXTEND BOND 5EAM5 AT LEAST 4'-0" EA. SIDE OF CONCRETE ENCA5EMENT. CMU WALL, SEE PLAN NN. GMU WALL NOTE: CONCRETE TIE COLUMNS MAYBE OVER POURED TO SUIT BLOCK COUR5ING. 51ZE5 5HM ARE FOR MIN'S REQUIRED AND FOR TIE COLUMN TIES (CAGES) TURN 1/2 BLOCK ON EDGE - EVERY 2ncl. COURSE (TYP.) DOWELS TO MATCH THAT OF COLUMN REINFORCING W/(2)-#3 TEMP. TIES (TYP.) — SEE PLAN T/ FOOTING w w WALL FOOTING SEE PLAN INS AND FOOTING SCHEDULE FOR 51ZE AND REINFORCING. (TYP.) 5TANDARD 90° HOOK (TYP.) ONC. COL. I � I AND REIN'G. (TYP.) CONC. COLUMN DETAIL 523 % SCALE: 3/411=1' -011 m COMPACTED SUBGRADE. (TYP.) SEE PLAN z T/ FOOTING uLU ,— U �o � FOR 51ZE AND REINF'G. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 [a ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers..com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 t1'P. MASONRY' GROUTING DETAIL 1=11-011 1= INFOCNT TENSION LAPS, AND 1=MDMNT BAR 51zE LAP cLa55 f'c = 4000 psi TOP BAR OTHER BAR5 CASE] CASE 2 CASE 1 CASE 2 #3 A 20 28 16 22 B 26 31 20 28 #4 A 21 39 20 29 B 33 49 26 39 �J A 32 41 25 31 B 41 (0 El 32 41 #(0 A 39 56 29 44 B 50 13 39 56 01 A 55 52 42 63 B 12 101 45 62 #61 A 03 93 49 12 B 88 121 G 3 93 NOTES: I. CLA55 A LAP LENGTH5 APPLY WHEN BAR LAP5 ARE STAGGERED TO LAP HALF THE BARS AT THE SAME LCOATION OR WHEN 5AR5 ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT AREA PROVIDED 15 AT LEAST TWICE THAT REQUIRED. 2, GLASS B LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM 5TRE55 IN THE BARS. 3. CASE 1 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER EQUAL OR GREATER THAN THE BAR DIAMETER, CLEAR BAR SPACING EQUAL OR GREATER THAN THE BAR DIAMETER AND WITH STIRRUPS OR TIES NOT LESS THAN THE CODE MINIMUM THROUGHOUT THE LENGTH IN THE TABLE, AND FOR OTHER ELEMENTS WITH CONCRETE COVER EQUAL OR GREATER THAN THE BAR DIAMETER AND CLEAR SPACING EQUAL OR GREATER THAN TWO TIMES THE BAR DIAMETER. 4. CASE 2 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER LE55 THAN THE BAR DIAMETER, AND CLEAR BAR SPACING LESS THAN THE BAR DIAMETER, AND FOR OTHER ELEMENTS WITH CONCRETE COVER LE55 THAN THE BAR DIAMETER AND CLEAR BAR 5PACING LESS THAN TWO TIMES THE BAR DIAMETER. 5, TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED 50 THAT MORE THAN 12 INCHE5 OF CONCRETE 15 CAST BELOW THE REINFORCEMENT. M co to 1-t ® M N M U_N C ch 00 / E LJ_ v) � � N \,■\ > M � N 006 �CO w 0 C0 N U <c Of cc C �o Of >U_ a� C; Of �(D U 0 o q C Co 1= a �L IX Qm ,o ~ w o � M 0) 2-1 �- = C �CO a� IMF Y UlCn 0 Y Z Q Cn J Cn J_ z 2 o 2 0� W = N N ® �� :C Stu .�® OF s �. ® Flogaltoe #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTI❑NS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S203 4 0 0 0 0 N Z O F- O w 1n 0 Z Q Q W. N U) In i fh I 0 Q C0 Q N I M a) Cn I O Ln O O 0 D 0 0 N i LOOSE LINTEL SCHEDULE OPENING SIZE LINTEL UP TO 4 -O II 11 L3 1/2 X 3 1/2 X 1/4 II OVER 41-011 - 51-0" L4" X 3 1/2" X 1/4" OVER 5'-O" - 6'-0" L4" X 3 1/2" X 5/16" OVER 6'-0" - 11-011 L511 X 3 1/2" X 5/16" OVER 1'-011 - 81-011 L6" X 3 1/2" X 5/1(011 OVER 81-0" NOTE 6 NOTES (UNLESS NOTED OTHERWISE): 1. PROVIDE ONE ANGLE FOR EACH 411 OF MASONRY WIDTH. 2, FOR 6" MASONRY WIDTH USE L511X 5"X 5/16" UP TO 5'-0" OPENING SIZE AND L5" X 5" X 3/8" UP TO 51-011 OPENING SIZE. 3, BEAR LINTELS 6" MINIMUM EACH END OF OPENING, 4. ALL DOUBLE ANGLE LINTELS BACK TO BACK SHALL BE BOLTED AT 2'4011 O.G. MAXIMUM. MINIMUM OF TWO BOLTS PER LINTEL. 5. STRUCTURAL STEEL CONTRACTOR SHALL SUBMIT A COMPLETE SCHEDULE OF LOOSE LINTELS WITH THE ERECTION PLANS SHOWING MARK, MASONRY OPENING, ANGLE SIZE, LENGTH AND DIMENSIONED SECTION. WHERE LINTEL MARKS ARE USED ON PLAN, USE THE SAME MARK WITH SUBMARK A,B,C,D, ETC. FOR DIFFERENT LENGTH. 6. W SECTION WITH 1/4" CONTINUOUS PLATE (W DEPTH = 1/12 OF SPAN± CONTINUOUS PLATE WIDTH = MASONRY LESS 1") BEARING EACH END TO BE 8" MINIMUM. I. WHERE EDGE OF OPENING IS LESS THAN 1'-0" FROM COLUMN FACE, EXTEND LINTEL AND CONNECT TO COLUMN. 8. AT CAVITY WALLS EXTERIOR ANGLE TO HAVE 5" HORIZONTAL LEG. 9. FOR ALL OPENINGS IN WALLS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. BRICK LINTEL SCHEDULE 3/4" =1' -011 a d a d. a REINF'G. CONT. AT 3/811 3/8"xl" (VERT.) JOINT AT CONTROL JOINT IN EACH SIDE OF CONC. CONC. TIE BEAM. JOINT TIE BEAM. AT TIE BM. 3 �811 400, PROVIDE "RAPID CONTROL PROVIDE "RAPID CONTROL JOINT JOINT P.V.C. COMPOUND" BY JOINT P.Y.C. COMPOUND" BY STOP "DUR-O-WAL" DUR-O-WAL OR APPROVED DUR-O-WALL OR APPROVED ON EACH SIDE OF EQUIVALENT AT MASONRY EQUIVALENT AT MASONRY / JOINT. (TYP.) WALL JOINTS. (TYP.) BOND BEAM JOINTS. (TYP.) REINF. FILLED CELL EACH SIDE OF JOINT W/ VERT. STEEL BAR AT EA. END CELL TO MATCH CMU WALL REINFORCEMENT (SEE PLANS) (TYP.) CONCRETE BEAM/ CMU BOND BEAM SCHEDULE BEAM MARK B UJIDTH D Ef TN RE INFORC ING REl"IARKS TOP BOTTOM MIDDLE STIRRUPS C5-1 8" 2411 (2) #5 (2) #5 - 03 a 8" O.C. 1,2,3,4 C5-2 8" 36" (2) #6 (4) #6 - #4 6 6" O.C. 1,2,3,4 CB-3 811 3211 (4) #6 (4) #6 - #3 6 811 O.C. 1,2,3,4 (2) LAYERS 55-1 811 16" (2) 05 (2) #5 - - - CB/TB NOTES: 1, PROVIDE 900 STD, NOOK AT DISCONTINUOUS ENDS, 2, SPLICES SHALL BE 40 BAR DIA. (TYf=). 3. PROVIDE CORNER BARS OF SAME SIZE AS BEAM REINF. AT ALL CHANGES IN DIRECTION. 4. PROVIDE STIRRUPS e S" O.C. OVER OPENINGS, 5. MIDDLE REINFORCEMENT SHALL BE DISTRIBUTED ON BOTH SIDES EQUAL (NUMBER OF BARS INDICATED REPRESENTS TOTAL NUMBER OF MIDDLE BARS). N.T.S. WINDOW BUCK FASTENERS & CONNECTIONS FASTENER/CONNECTOR SCHEDULE NOTES: SEE SECTIONS AND DETAILS FOR LOCATION AND NUMBER OF CONNECTORS. ELEMENT BASE MAT. ANCHOR T`f=E MANUFACTURER (1)-2x BUCK CMU y"0 EXPANSION HILTI KWIK BOLT 3 BLOT AT 1211 OC, POWERS POWER BOLT REDHEAD TRUBOLT CONCRETE Y2"O EXPANSION HILTI KWIK BOLT 3 BLOT AT 1211 OC, POWERS POWER BOLT REDHEAD TRU50LT STEEL #12-24 x 2-1/4" HEX BUILDEX "TEK5" HEAD, 114 TIP PROVIDE HILTI KWIK-PRO PIOLET HOLE (2)-2x BUCK STEEL y"O THREADED ROD 43ro THREADED iROD5 WELDED TO BEAM WITH 3/6 FILLET WELD AT 1211 OC STAGGARED, KEEP JOINT FREE STOP REINF'G. IN 3/811 OF DEBRIS DURING KNOCK -OUT BOND CONSTR. (TYP.) BEAM. (TYP.) JOINT AT FOUNDATION AT BOND BE AM SPACING FOR CONTROL JOINT 3 x HEIGHT = SPACING IN FEET (NOT TO EXCEED 25'-019 � MASONRY' CONTROL JOINT pET,41L 52.4 ) 3/4'1=11-011 MASONRY LINTEL SCHEDULE (CAST-CRETE LINTEL) MARK LENGTH (L) CA REMARK MAETE M3-1 2' -1011< L < 511-1011 12F16-25/OT PRECAST M5-2 51 -I011< L <_141-011 12F16-25/2T PRECAST I. PROVIDE MASONRY LINTEL OVERALL OPENINGS. IF NO LINTEL IS SPECIFIED, PROVIDE MB-2, 2. PROVIDE MINIMUM END BEARING OF 8 CUT OUT BOTTOM OF LINTEL AT END TO ALLOW CONTINUATION OF FILLED CELL REINFORCING. 3. MASONRY LINTEL SUBSTITUTIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION. 4. CONTRACTOR MAY USE C5-1 OR CB-4 AS ALTERNATE TO PRE -CAST LINTELS FOR 1211 OR 8" CMU WALLS (SUBMIT WRITTEN REQUEST TO ENGINEER/ ARCH. FOR APPROVAL AND FOR THE RECORDS) (TYP.) MB -1 GROUTED SOLID. (TYP.) PROVIDE (2) ADDNT'L. 05'5 CONT. (TYP.) 11U" SHAPED PRECAST CONCRETE LINTEL. NOTE: SHORE PRECAST 11U" LINTELS PER MANUFACTURER'S RECOMMENDATIONS. MB-2 CONT. KNOCK -OUT BLOCK COURSE REINFORCED W/ (2)-05's CONT. GROUT COURSE SOLID (TYP.) GROUTED SOLID. (TYP.) PROVIDE (2) ADDNT'L. #5'5 CONT. (TYP.) "U" SHAPED PRECAST CONCRETE LINTEL. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEER 1 N G Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 FOOTING SCHEDULE FOOTING MARK FOOTING SIZE FOOTING REINFORCEMENT REMARKS DEPTH WIDTH x LENGTH WF-2.0 1611 2'-011 x CONT. (3) 05 x CONT. T 4 B AND 05 6 18" TRANSVERSE T 4 B WF-3.0 16" 3'-011 x CONT. (3) 05 x CONT. T 4 B AND 1121 TRANSVERSE T B F-5.0 2411 5'-0" x 5'-0" (5) % E.W. T 4 B F-6.5 2411 6140" x 6'40" (1) 1'6 E.W. T 4 B NOTES: 1. EXTEND ALL CONT. WALL FOOTING REINFORCING MIN. 48 BAR DIAMETERS INTO COLUMN FOOTINGS, 2. PROVIDE MATCHING CORNER BARS 2'-O"x2'-O" AT ALL INTERSECTIONS AND CORNERS. `3� FOOTING SCHEDULE 52.4 SCALE: NONE GENERAL CONTRACTOR TO COORDINATE LOCATION OF STEP IN BOND BEAM (CHANGE IN ELEVATIONS) TO SUIT BLOCK COURSING. (TYP.) BOND BEAM: SEE PLAN AND "CONCRETE BEAM SCHEDULE" FOR SIZE AND REINFORCING. (TYP.) TOP BARS W/STANDARD 1411 LAP g0° HOOK. (TYP.) OlL T/BOND BEAM NOTE: PROVIDE ADDITIONAL FILLED CELL EL. SEE PLAN K CORNER BARS FOR LOW BOND AT CORNERS (TYP.) 14 o BEAM. CrYP.) oLU d _ 8 CID T/BOND BEAM ° EL. 5EE PLAN b CID Q a o a. C4 a I PROVIDE REINFORGE� CELL AT EACH SIDE OF STEP IN BOND BEAM. (SEE PLAN FOR TYP. FILLED CELL REINFORCING INFORMATION AND LOCATIONS) TYP. ELEVATION VIEW StEPPED BOND BEAM DETAIL S4.4 SCALE: 3/4"=I'-0" Erl5E[:) FLATS SCHEDULE BEAM SIZE PLATE SIZE NO. OF ¢" DIA. HEADED STUDS "A" (IN.) 11511 (IN.) "C" (IN.) W10 2x8"x1011 4 4 6 i W12 111x8"x12" z 6 4 4 9 W14 III x8"x14" 6 4 5 it W16 2"x8"x16" 8 4 4 13 W18 211x8"xIV 10i 4 3-211 15 W21 i11 II III 2 x 8 x 21-2 12 4 t11 3-2 111 la-2 W24 2" x 8" x 2211 14 4 3 19 W21 2" x 8" x 25" 14 4 3-2" 22 W28 2" x 811 x 28-2" 16 4 " 3-2 23 n EMBED PLATE SCHEDULE 52.4 % SCAL.E:3/41'=11-011 CONCRETE BEAM/ WALL SEE PLAN a" DIA. HEAL STUD x 6" L EMBED PLA I �-, SEE SCHEDULE. CORNER VIEW TYPICAL CONDITION "-"All 1"A11 211 DBL. L4" x 3" x $" CONNECT TO BEAM W/ HORIZONTAL SLOTTED HOLES. BOLTS TO BE NAND TIGHTENED. STEEL BEAM (SEE PLAN) LO M O co co N M ILL N C, CM a— co F— a) co 7 � N Q M N � N M lid00 �00 cc LU 0 It C0 N co �o �u- w ;Uj 0� I— Ci > 0 o LU LY U m �� 1= a co U) 00 a o ,o it LU�o I— Cu L CO CO Q� i Mkkl U41C) O Y Q 0 J U) J Z o W ICI N ®r �1 S AR ®, S` 5P o ® S Nos 4 ® 1� Cr . S T FloriddaNNllicense #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S204 __J L 1L. I __---L 5" BOND BEAM REINF. W/ (2)-*5 REBAR CONT., TYPICAL. GROUT FILL CELL AT EXPANSION BOLT LOCATION. 2x5 TIGHT FIT BETWEEN ROOF TRU55E5 W/(2)-5/8"� EXP. BOLTS (4" EMBED) INTO CMU WALL. INSTALL FOR A MIN, OF 20I-O" LENGTH EACH END OF BUILDING, SEE PLAN. w z w � w U w S) O - U �T/ CMU OPENING L 0 WINDOW OPENING, SEE ARCH. o' N o� z O O w U/ Ln Q w O WALL 5 CT I ON -E i 53.0 SCALE: 3/4 cn T Q N N co O CD ' 0 0 O 0 0 CONT. 2 x 8 P.T. SILL PLATE W/ 2" DIA. x 5" ANCHOR BOLT 6 24" O.C. (SEE ARCH. FOR FLASHING 4 FIN15HE5, ROOF SHEATHING, SEE PLAN SLOPE PRE-ENGINEERED TRUSS, SEE PLAN 1 CONT. 2 x S P.T. SILL PLATE W/ 2" DIA. x 5" ANCHOR BOLT @ 24" O.C. (5EE ARCH. FOR FLASHING FINISHES. JET/ CMU WALL 5" BOND BEAM REINF. W/ (2)-#5 REBAR CONT., TYPICAL. STEPPED BOND BEAM PARALLEL TO TRUSSES. TYP, J--,T/ TRU55 YEL. = VARIES CONT, 2x5 LEDGER W/0)-5/5"O EXP BOLT AT 24" O.C. STAGGERED (4" EMBED) FIRST EXP. BOLT TO BE 4" FROM EDGE OF a WALL/LEDGER END, T/ CMU OPENING EL. = 10'-5" WINDOW OPENING, SEE ARCH. Q • w � � w � u z O w 'u `f' I 6 �t_/_ �.T. 9-1 �EL - 1- 411 I 51MP50N LTT-n WALL TENSION TIE a 45" O.C. T/ CMU WALL ATTACH TO WALL W/ (1) " DIA 51MP50N EXP. ANCHOR 4 (5) l,ad x I'll 5" BOND BEAM REINF. W/ COMMON NAILS INTO 2X (2)-#5 REBAR CONT., TYPICAL. BLOCKING, PRE-ENGINEERED 5TEPPED BOND BEAM TRUSS, SEE PLAN PARALLEL TO TRUSSES. TYP. << _ T/ TRUSS EL. = VARIES 6"-lh GA. METAL STUD BUMP OUT, FASTEN ALL 5TUD5 TO CMU BACKUP WALL WITH W/ 16 -GAUGE CLIP ANGLE U51NG (4)-010 TEK SCREWS TO STUD 4 (4)-1/4'102%4"TAPCON MA50NRY ANCHORS AT 45" O/C VERTICAL, 2 x S BLOCKING EACH END OF FALSE COLUMNS. 45" O.C. TIGHT FIT, FIRST THREE TRUSS METAL TRACK BLOCKING --� BAYS PERPENDICULAR BETWEEN 5TUD5 AT U.S. METAL TO WALLS. (TYP.) DECK ELEVATION Aj--�T/ CMU OPENING EL. = 10'-51 NOTE: TRUSS MANUFACTURER MAY PROVIDE ALTERNATE FULL DEPTH TRU55 BLOCKING 2 WALL SECTION SCALE: 3/4"4-011 STEEL STUD BOX BEAM BEARING ON BUILT UP COLUMN5 EACH END. BY SPECIALTY ENGINEER CONT. 2 x S P.T. SILL PLATE W/ 1" DIA. x 5" ANCHOR BOLT e 24" O.C. (SEE ARCH. FOR FLASHING FINISHES. CONT. 2x5 LEDGER W/(1)-5/5"0 EXP T/ CMU WALL IrBOLT AT 24" O.C. STAGGERED (4" EMBED) FIRST EXP. BOLT TO BE 4" FROM EDGE OF WALL/LEDGER END, 5" BOND BEAM REINF. W/ (2)-#5 ROOF SHEATHING, REBAR CONT., r - 1 1 SEE PLAN TYPICAL. � WALL 5ECTION 53� SCALE:3/4"4_011 TOP 4 BTM CHROD w � BRACING, SEE TRU55 ca DRAWINGS, TYP. w w � w z CONT. CMU BOND BEAM W/ CONT. (2) #5 BARS. (TYP.) 4'-o" O.C. (VERTICAL 5PAC ING) ROOF SHEATHING, SEE DETAIL (o-003/52.2 FOR FASTENING SCHEDULE. ROOF SHEATHING, SEE PLAN 5L. ��E PRE-ENGINEERED TRU55, SEE PLAN � WALL sEcTioN SCALE: 3/4`4-011 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 CONT. 2 x S P.T. SILL PLATE W/ "" DIA, x 5" ANCHOR BOLT 'a 24" O.C. (SEE ARCH. FOR FLASHING FIN15HE5. - 2x5 TIGHT FIT BETWEEN ROOF TRUSSES W/(2)-5/5110 EXP. BOLTS (4" EMBED) INTO CMU WALL. INSTALL FOR A MIN. OF 20'-ID" LENGTH EACH END OF BUILDING, SEE PLAN. T/ TRU65 EL. = SEE PLAN / CONCRETE BEAM L. = 10'-5" CONT. CMU BOND BEAM W/ CONT. (2) #5 BARS. (TYP.) 4'-0" O.C. (VERTICAL SPACING) Y U) Ul O Y 0 z Q J � J z 01-1 >_ 0 w N N ®®®` P®i`' ,S �r No 319 0 • �` r ® •� ew s o ,, II .. °1• i s S• 40 Z 0 e Flo firaefiV #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTI❑NS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S300 L- 0 CL N LO O 0 N C5� U; Z O w Z Q In Q W U� / U) 0 Q 0 / V) a 0- N I m aD I O do O O 0 I O O N J CONT. 2 x S P.T. 51LL PLATE W/ 2" DIA. x 5" ANCHOR BOLT a 24" (5EE ARCH. FOR FLAE 4 FINI5HE6,., T/ CMU WALL EL. = I1'-4" (2)-14 GAUGE CLIP 2 ANGLES, ONE EACH 5 OF BOX BEAM W/ (3)- TEK 5CREW5 EACH LE T/ METAL STUD WAL EL. = SEE MANUFAC T/ CONCRETE BEAT EL. = VARIES CONT. 2x5 LEDGER W/ EXP BOLT AT 2411 O.0 STAGGERED (411 EMBE EXP. BOLT TO BE 4" 1 EDGE OF WALL/LEDGI PRE-ENGINNERED TR PLAN OgL5/ CONCRETE 5E4 EL. = 0'-511 WALL SECTION SCALE: 3/4 ll -1 I -011 IETAL STUD BOX BEAM FULL LENGTH �F WALL (3-5IDE5) (2)-,o"-IS GAUGE IETAL STUDS (0005102-43) VERT. 2)-(o"-15 GAUGE METAL TRACKS oOOT125-43) HORIZ. :'�IMPSON 5/1­12.5 CLIP AT EACH STUD (3-6IDE5) %" PLYWOOD SHEATHING ATTACH W/ #5 SCREWS 0110.C. TYPICAL (3-5IDE5) 0"-15 GAUGE INFILL METAL 5TUDS (6006162-43) lo"O.C. (3-5IDE5) TOP 4 BTM CHROD BRACING, SEE TRU55 DRAWINGS, TYP. o o 2`� SECTION e ENTFANCE. 53.1 ) SCALE:3/411-11-011 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 CMU 4NETAI(o, @ HIGH OILT/ CMU WALL EL. = 20'-511 )BL AM RE INF. ;ONT. ARSE CRETE BEAM '-all 'x%"OUTRIGGERS 63' -o "O.C. 'x%"OUTRIGGER5 63' - o "O.C. M O CD N � M _ LL N M ao M U) M ILL N M =3 Cn > N Q CM -� N co Cn T 00 W I.— C] U) CV U_ 2 a. Q c m `o N L.L. LLJ > Uj �> H C> 0 W T Y F— cca Q CC6 to Cn wCo Co 0 Eo w o I— c z =� C� a 3: 0 ML IMF Y Ln O Y 0 Z Q U) J J_ U)z 2 2 o L) 2 } wa N N 111111111g1, O,Si`N S . A 0 3 9 '°• +, •• J IAT . �z ® 0 •• 1� ® ' .•4 C? tepn'se u�i",P.E. Flori a #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER: S301 M� I S" CONT. DBL BOND BEAM REINF. W/ (2)-*5 CONTINUOUS EACH COURSE LOW ROOF FRAMING: S" -16 GAUGE METAL STUDS SPACED 616"O.C., W/ TRACK TO MATCH, (8005162-54). SEE ROOF PLAN NOTES FOR SHEATHING. "All STONE / FA SEE ARCH. j M TRUSS TO CMU WALL., SIMPSON HHETAI6, TYPICAL HIGH ROOF Q EACH TRUSS CONNECTION L6x3x 14 GA. x 611 LONG W/ (4) 16" D IA. TAPCON CONCRETE SCREWS W/ MIN. I" EMBEDMENT INTO CMU WALL. PROVIDE (6) 16" DIA. SCREWS CONNECTING CLIP ANGLE AND LT. GA. FRAMING. d d 1 a a a�a. O d a VIEW "All scale: 4" =1' -011 IYl .7q- w w w � w O U � WALL SECTION S31 SGALE:3/4"-I'-0" d OIL5/ CONCRETE BEAM EL. = 10'-511 CONTINUOU5 EMBED PLATE 7" Ix2" WITH (U-%1'0x6" LONG HEADED CONCRETE STUDS SPACED 612"O.C. TYPICAL BOTH LOW WALLS. L 4"x3" xY¢" (LLV) BEARING ANGLE. STITCH WELD TO EMBED PLATE WITH 1611 WELD 3"-12" PITCH EACH SIDE, TYPICAL. CONNECT LT. GA. FRAMING W/ (2)16" DIA. SCREWS AT EACH JOIST AND CONNECT LT. GA. TRACK W/ 16" DIA. SCREWS a all O.G. 2x4 CROSS BRACING TIGHT FIT AND NAIL, SEE PLAN FOR LOCATION PRE-ENGINEERED / PRE -FABRICATED WOOD TRUSSES BY SPECIALTY ENGINEER SUBMIT SIGNED 4 SEALED DRAWINGS FROM A FLORIDA LICENSED PROFESSIONAL ENGINEER FOR APPROVAL. PROVIDE (2) ADD'L TAPCON CONCRETE SCREWS IN LT. GA, FRAMING CONNECTING TO CMU WALL. CONCRETE BEAM = 10'-0" CONTINUOUS EMBED PLATE I" 2"THICK W/ (1)-%`0x6"LONG HEADED CONCRETE STUDS SPACED 612"O.C. TYPICAL BOTH LOW WALLS GLAZED ALUMINUM STOREFRONT, SEE ARCH, TRUSS TO CMU WALL: SIMP50N HHETAI6, TYPICAL a HIGH ROOF la EACH TRUSS CONNECTION - DBL. a"-CMU BOND BEAM, REINFORCE WITH (2)-*5 REBAR EACH COURSE. TYP. i A 1 1 i r r.1 - / PLYWOOD SHEATHING, SEE ROOF FRAMING NOTES ON 51.3 FOR REFRENCE. H55 6 "x4"x14" HEADER, SUPPORT FRAMED TO EMBED PLATES EACH END 16 GAUGE CLIP L W/ (4)-*12 TEK SCREWS TO JOIST 4 (4)-*1C2 gTEX SCREWS TO BEAM. 6"-20 GAUGE ME;API ST�S (600513(5-33) 616 "O.C. L 41'x3"x%" (LLV) BEARING ANGLE. STITCH WELD TO EMBED PLATE WITH %6" WELD 3"-12" PICTH EACH SIDE, TYPICAL. � UJ,4LL SECTION SCALE: 3/4"4-011 B/ TRUSS EL. = 12'-411 ROOF TRUSS, SEE PLAN fROOF 5 CT ION 83.2 SCALE:3/4"-11-0'1 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers. corn © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 SIMP50N LSTA STARP AT EACH VERTICAL WEB MEMBER OF GIRDER TRUSS. ALIGN WITH ROOF TRUSS TOP CHORD. FASTEN WITH (12)-10d NAILS (TOTAL FASTENERS). %` STRUCTURAL SHEATHING, FULL DEPTH OF MULTIPLY GIRDER TRUSS W/ Sd NAILS 41IO.C. a EDGE 4 6 "O.C. IN THE FIELD TRUSS HANGER BY TRUSS MANUFACTURER 51MP60N LSTA 5TARP AT EACH VERTICAL WEB MEMBER OF GIRDER TRUSS. ALIGN WITH ROOF TRUSS TOP CHORD. FASTEN WITH (12)-10d NAILS (TOTAL FASTENERS). ROOF TRUSS, SEE PLAN TRUSS HANGER BY TRU55 MANUFACTURER 51MP50N LSTA 5TRAP BETWEEN TOP CHORD AND BOTTOM CHORD AT ROOF STEP. TYPICAL AT EACH VERTICAL WEB MEMBER OF GIRDER. DBL. 2x8 BLOCKING BETWEEN LOW ROOF TRUSSES, DOUBLE ROW OF (2)-10d NAILS 6 "O.C. TO EACH SIDE ROOF 5 CT I ON 532 SCALE:3/4"_V-0" B/ TRUSS EL. = 101-411 LO co O co M N M L.L N C6 M Q r U- C� co _ / c a) co = CA N V_\ Q M N co N 0 co0 111 I— 04 U_ 2 a -0 cc :2 _ o L .J i us H C> 0 o D U N N LL E: CU CZ U aco o C,o I— w o zCC ca0) Q3: 0 ML Y U) UlO Y Z Q (n J U) J Z o W 0- N N 0111111111111 S. A/J® ,°�°®Q�P•'�G E � S • � � ®`gym No 5 ;. -� Ab Has°afiGiAi6i, P.E. Florida License #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. SHEET NUMBER S302 ■���uu�IlY■1 Ae-20 GAUGE TRACK (362T125-33) HIGH & LOW EACH SIDE OF H55-5EAM5 FASTENED TO H55-BEAM5 W/ (2)-0.145"0 X-EDNI P.A.F.'S 612"O.C. `H55-15EAM, SEE ROOF L CANOPY ROOF SLOPES TO SIDE, USE BUILT-UP FRAMING PLAN, 51.3 INSULATION TO ACHIEVE CORRECT SLOPE. FRONT VIEW OF CANOPY FRAMING PLYWOOD SHEATHING, SEE ROOF FRAMING NOTES ON 51.3 As"-20 GAUGE STUD (3625138-33) '@12"O.C. PROVIDE 16GAUGE CLIP L EACH END W/ (2)-#12 TEK SCREWS TO STUDS 4 (2)-0.145"O X-EDNI P.A.F.'5 TO H55-5EAM5 II II 2Yz"-20 GAUGE STUDS (2505125-33) AT 12"O/C SPACING, FASTEN TO CONTINUOUS TRACK WTH (2 )- #12 TEK SCREWS TO EACH HORIZONTAL TRACK AT EACH STUD LOCATION. SECTION OF CANOPY BETWEEN H55 BEAMS CONCRETE COLUMN, SEE PLAN /;" GRIND SMOOTH IIBII Y4" TYPICAL HS5-BEAM, SEE PLAN B/ H55 BEAM 15" x 24" x 4" THICK EMBED PLATE W/ (10) 4" DIA. x 6" LONG WELDED HEADED STUDS C,4NOP%� ENTRi 2 SEE TOP BUCKE BLOW UP DETAI a_ 0 GIRDER TRUSS CDfN z O O W oI z Q Cn U) / SEE BOTTOM BUCKET BLOW UP DETAIL i 0 S"x10"Nj" EMBEDMENT PLATE W/ (4M/4'0 x(o"LONG =HEADED CONCRETE ANCHORS TYPICAL TOP 4 BOTTOM Q Q) N II II II 4 o 0 m co O O 0' 0 V� I o 0 -'O CONCRETE COLUMN, SEE PLAN �� 1 11Cu VIEW "All sca le: all NOTE: VERIFY LOCATION OF EMBED PLATES W/TRUSS MANUFACTURER AND GIRDER TRUSS DEPTH. � ECTION [DETAIL 533 % SCALE: 3/411-1'-011 /411 "U1" 5E,4M T0 CONC. CONNECTION SCALE: 3/4"4-011 VIEW scale: 1211 = 11 _/TII (2) Y" O A36 THRU BOLTS 6x6x$" THICK STEEL PLATE 6x&A' THICK STEEL PLATE 1/4" 2 (2) "0 436 THRU BOLTS GIRDER TRUSS WIDTH +Y4" CLEAR, 6" PROJECTION FROM EMBED. PLATE %4" THICK STEEL PLATE VI scale: 1211=]'-O I 3� Not usELD S33 % SCALE: 3/4"-1'-0" NOTE: VERIFY W/ TRUSS MANUFACTURER NUMBER OF PL YS OF GIRDER TRUSS REQUIRED FOR CORRECT WIDTH OF BUCKET Ti'P�30 STEEL COLUMN, SEE PLAN SECTION DETAIL 533 % SCALE: 3/4"-1'-011 q. NOT USED S33 SCALE:3/d`4_011 2" WIDE x Y4" THICK STEEL PLATE STRAP GIRDER TRUSS 1511x6 "Al(," BENT PLATE BUCKET W/ (4)-%110 A36 THRU BOLTS 411 411 II 1 1/2" �A 1 1/211 0 0 0 0 _ 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 GIRDER TRUSS WIDTH + Y4" CLEAR 2" WIDE x%411 THICK STEEL PLATE STRAP GIRDER TRUSS %" CAP PLATE ill STEEL COLUMN, SEE PLAN VIEW" "_ scale: 4" =1'-0" LO co 0 Co M N C'7 LL N 03 CM 00 /'� E U` V J l­M N co j N i/r M N co n T M 0 UJ 0 C1) N U_ a cc CD .o a)U_ w > _> °0 W Y U CO E: a CO M U_ � Qm o �o cr_�o w Z � L CO Q� Y co UlO Y z Q U) J U) J Z O w a N N %'00111f11i/®®®11 ®c N 8 NO 1's19 ir cu S '� ® 4 •® '9oO N V Hasafft.%Arouri, P.E. Florida License #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS AND SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: kc. 0 SHEET NUMBER S303 I i :a".- '•I ;,:. _U I"I1.. 1 . N I l.;H A P. `I..,,, _' _.I 1 .I.. ILL I U DBL BOND BEAM W/ (2)-# REBAR CONT. AROUND PERIMETER OF STRUCTUR STEP AS REQ'D AS ROOF SLOPES SINGLE BOND BEAM W/ 2- CONT. AROUND PERIMETEF OF STRUCTURE ONE COURSE ABOVE BOTTOM OF TRUSS ELEVATION. 2X8 LOCATE UNDE ROOF STAND BA5', HUS28 INVERTED JOIST INSTALL W/ (S) 16d NAILS TO 90 TITEN Y4"O x 1%4" MASONRY 1'O CMU BLOCK WALL. 4ILT/ TRUSS _ EL. = SEE PLAN BETWEEN TRUSS BLOCKING NOT SHOWN FOR CLARITY, SEE WALL SECTIONS 53.0. nmr-�vlv WMU SERIES J015T HANGER, FASTEN TO TOP OF AT CUM UJALL BEAM/MASONRY WITH (2)--%4"DIA.xI%4 " TITEN 50REH5. ADJUST DEPTH FOR BLOCK COURSING. DBL BOND BEAM W/ (2)-#5 REBAR CONT, AROUND PERIMETEF OF STRUCTURE STEP AS REQ'D AS ROOF SLOPES CONRETE 8E,4M '4US25 INVERTED JOIST HANGER. INSTALL NAILS TO JOIST 4 (6) TITEN %4110 x 1Y4" SCREWS TO CMU BLOCK WALL. T/ TRUSS EL. = SEE PLAN PROVIDE SIMPSON LTT-19 WALL LATERAL TIE EVERY OTHER TRUSS. ATTACH TO WALL W/ (1) %4"0X�o" HILTI EXPANSION BOLT 4 (S)-106 COMMON NAILS INTO TOP CHORD OF PRE-ENG ROOF TRUSS, TYPICAL AT CMU WALLS. BETWEEN TRUSS BLOCKING NOT SHOWN FOR CLARITY. SEE WALL SECTIONS 53.0. SIMPSON WMU SERIES JOIST HANGER, FASTEN TO TOP OF BEAM/MASONRY WITH (2)-%4"Oxl%4" TITEN SCREWS. ADJUST DEPTH FOR BLOCK COURSING. AT CONCRETE LEAM TRUSS CONNECTIONS AT CMU WALL SCALE: 3/4"4-011 �'^OF STAND PROVIDED OTHERS. '50N LU52(b BUGKET -)-16d NAILS TO 2x8 AND 16d NAILS TO ROOF TRUSS, IGAL EACH END OF 2x8. OF TRUSS ROOF STAND PROVIDED BY OTHERS. (4)-I/2"xIO" LONG A525 THRU BOLTS. 2X8 LOGATE UNDER ROOF STAND BASE. 1/4" THICK STEEL PLATE TO MATCH A - A 51 ZE AND HOLE LOGATI ON OF ROOF STAND BASE PLATE. GOORDINATE N/ROOF STAND MANUF. 3� UNIT STAND HOLD DOWN DETAIL 53.4 % SCALE: 3/411 -1'-011 L4 X 4 X 1/4 TYP. EA. END OF UNIT 1/4" AIRCRAFT GABLE PLASTIC COATED 1/4" TURNBUCKLE (HAND TIGHT) DO 3/8" WELDED EYEBOLT PITCH NOT OVER TIGHTEN RTU SEE PLAN FOR LOCATION POCKET (2) 2X BLOGKINO TO MATCH TRU55 TOP CHORD 51ZE UNDER PRE-FAB SUPPORT PAD CURB LOCATION (TIGHT FIT NAIL) BY SUPPLIER PREFAB WOOD TRUSS PL. 3 X 3 X 1/4 TOP CHORD U- U —1C TACK HELD NUT TO BOLT DOUBLE L3 X 3 X /4" 4Q 0- W/ %" SPACER PLATE 30"± O.G. PROVIDE NAIL HOLE FOR 16d NAIL, TYP. 6 EACH TRUSS NOTES: 1. DESIGN TOP CHORD OF TRUSS FOR A 800# UPLIFT FORCE FROM ROOF TOP UNIT. VERIFY LOCATIONS WITH MECHANICAL DRAWINGS. 2, PROVIDE 2X4 BLOCKING AT 12" O.G. UNDER PRE-FAVRICATED CURB WHEN CURB 15 PARALLEL TO ROOF TRUSSES, F,-,00F TOF X T ANCHOR DETAIL 53.4 SCALE:3/4"-1'-011 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO: 110045.05 SEE NOTE #3 AND MAIN ROOF TYPE 1 NAILING Ila II Ila II "NOTE #5 (TYP) AREA #1 PATTERN. PARAPET SEEN TE #3 AN MAIN OOF AN O E HANGS O I I I i. a 1 a. 1 I i a. I I END 5UPPOiRTF T1�P. DET. 5/53.4 END SUPPORT L4X4X1/4 i INT_ SUPPO' TYP. DET. E 1/4" AIRCR� CAL LE PL, COATED, T 15 ° MAX END SUPPORT L4X4X1/4 ROOD TOP ANCHOR PLAN 53.4 % SCALE: 3/4' -01 1 PARAPET ua H w Q W 0 0 D R D VR AREA .#2. TYPE(DNAILING PATTERN. SEE NOTE #3 AND MAIN ROOF AND OVERHANGS AREA #3 TYPE(�)NAILING PATTERN. ROOF SHEATHING FASTENING SCHEDULE ROOF FASTENING ZONE MAIN ROOF OVERHANG WIND VELOCITY PANEL TO (3-SECOND GUST) LOCATIONT SUPPORTED PANEL 6 IIO.C. (0"O.C. (0"O.C. 6 "O.C. 4"O.C. 100 mph END AND EDGES PANEL FIELD 12 "O.C. 12 "O.C. 12 "O.C. 6 "O.C. 6 "O.C. NOTES: 1. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND DRAWING 51.04 FOR WIND DESIGN DATA. 2. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3, USE MINIMUM OF 10d COMMON, 4. IF A PNEUMATIC NAILER WITH FASTENER SIZE LESS THAN .131"OX 2 1/2" IS USED, THE CONTRACTOR MUST CONTACT THE ENGINEER OF RECORD FOR AN EQUIVALENT NAIL SPACING. 5. FOR DIMENSION "a" MINIMUM EDGE DISTANCE REFER TO WIND DESIGN DATA. SHEET 50.5 G. AT UNSUPPORTED PANEL EDGES PROVIDE ADDITIONAL 2X BLOCKING AS REQUIRED. SHEATHING FASTENING PA 63A SCALE: 3/411-11-011 END L4 X T`I'P. 1 TYF PL 4 TYf=. 1 �1 TTERN. 53.4 % SCALE: 3/4"-1'-011 INTERIOR SUPPORT 10100 rigrel r f=. U a Q (D w U W U Q U) 0 w I-- z U) U) O Y 0 Q J J_ 2 2 0- W N ®®° N S� No 31 �rl sT 0 F ofid�+ lildb&e #53319 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in w whole or in part. It is not to be used on any other project ? and is to be returned upon request. Scales as stated 'i herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: } DRAWING TITLE: DETAILS AND SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 ;I DRAWN BY: CHECKED BY: kc. SHEET NUMBER: I S304 f �, ,• Y'' -�1 -i � I - - - I I I I I IL I I I I I I !G. ;,; ,�a,. l h n Illl wl ''! I I I , i I I I— - - _ --- --- -- _ _ - -- 1 255 S. Orange Ai HVAC SYMBOL LEGEND HVAC ABBREVIATIONS HVAC BUILDING DESIGN INFORMATION [a te Orrlando,lando° O, Florida 32 Phone: 407-841-9050 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architect EB #0000015 TLC NO:11004 \ -EXHAUST DUCT UP THROUGH SLAB W/FAN J ON ROOF ABOVE -EXHAUST FAN ON ROOF WjDUCT DOWN -FIRE DAMPER (WITH ACCESS PANEL) UP DN -CHANGE OF ELEVATION ����������������������� -FLEXIBLE DUCT AFD -ADJUSTABLE FREQUENCY DRIVE MCA -MINIMUM CIRCUIT AMPS AFF -ABOVE FINISHED FLOOR MOCP -MAXIMUM OVER CURRENT PROTECTION AFR -ABOVE FINISHED ROOF MOD -MOTOR OPERATED CONTROL DAMPER (MOD) -AIR HANDLING UNIT AHU THROUGH ROOF -FIRE & SMOKE DAMPER NC -NORMALLY CLOSED (WITH ACCESS PANEL) -TRANSITION, CONCENTRIC AP -ACCESS PANEL `eJ -OUTSIDE AIR DUCT UP THROUGH SLAB W/FAN BOP -BOTTOM OF PIPE NO -NORMALLY OPEN ON ROOF ABOVE -EXISTING FIRE DAMPER TO REMAIN -TRANSITION, ECCENTRIC NTS -NOT TO SCALE BHP -BRAKE HORSEPOWER O - oA -OUTSIDE AIR 0 OUTSIDE AIR FAN ON ROOF W/DUCT DOWN 10x8 -TRANSITION SQUARE TO ROUND BTU-BRITISH THERMAL UNIT THROUGH ROOF CAL -OUTSIDE AIR LOUVER -EXISTING FIRE &SMOKE DAMPER TO REMAIN -CENTER LINE PRV -PRESSURE REDUCING VALVE -CEILING DIFFUSER, ROUND NECK QUARE R THRONG AT ELBOW ( -CFM CUBIC FEET PER MINUTE) PRS -PRESSURE REDUCING STATION (CEILING DIFFUSERS ARE 4-WAY THROW UNO) SA 1 -SOUND ATTENUATOR CD -CEILING DIFFUSER PSI -POUNDS PER SQUARE INCH BUILDING AIR BALANCE SYSTEM AREA SERVED VENTILATION HIGH + CFM EXHAUST FAN SYSTEM FAN EXHAUST - CFM MAX. SPACE PRESSURIZATION +CFM RTU-1 103 LOBBY 450 N/A 0 450 RTU-2 BOH OFFICE AREA 500 EF-1 650 -150 BUILDING TOTAL: 1 300 CT -COOLING TOWER PSIG -PSI GAUGE -ROUND DIFFUSER -MOTOR OPERATED CONTROL DAMPER (MOD) -RADIUS ELBOW CV -CONSTANT AIR VOLUME PTAC -PACKAGED TERMINAL AIR CONDITIONER M CFM -CUBIC FEET PER MINUTE ! © -CEILING RETURN CU -CONDENSING UNIT PVC -POLYVINYL CHLORIDE PIPE DESIGN CONDITIONS FM -AIR FLOW MEASURING STATION RA -RETURN AIR -RECTANGULAR/ROUND BRANCH TAKE -OFF © -CEILING EXHAUST OR ROUND/ROUND BRANCH TAKE -OFF DOC -DIRECT DIGITAL CONTROLS RHC -REHEAT COIL -MANUAL BALANCING DAMPER ON -DOWN RHP -ROOFTOP HEAT PUMP COOLING 92.4' DB/77.4' WB -CEILING DIFFUSER, RECTANGULAR OR EAT -ENTERING AIR TEMPERATURE RPM -REVOLUTIONS PER MINUTE HEATING 38.4' DB SQUARE NECK (CEILING DIFFUSERS -DOOR GRILLE ` -SQUARE THROAT TEE ESP -EXTERN=4L STATIC PRESSURE ARE 4-WAY THROW UNO) RS/L -REFRIGERANT SUCTION & LIQUID LINES -SUPPLY REGISTER OR GRILLE EWT -ENTERING WATER TEMPERATURE RTU -ROOFTOP AIR HANDLING UNIT I (VERTICAL MOUNT, SIDEWALL) -UNDERCUT DOOR FCU -FAN COIL UNIT SA -SUPPLY AIR WALL U-VALUE 0.11 BTU/HR-SQFT F FD -FIRE DAMPER SP -STATIC PRESSURE ROOF U-VALUE 0.04 BTU/HR-SQFT-' F -RETURN/EXHAUST REGISTER OR GRILLE 12x8 -RADIUS TEE I (VERTICAL MOUNT, SIDEWALL) ® -ACCESS DOORS, VERTICAL OR HORIZONTAL FF -FINAL FILTERS TSP -TOTAL STATIC PRESSURE GLASS U-VALUE/SHADING COEFFICIENT 0.29 BTU/HR-SQFT-' F /0.25 FLA -FULL LOAD AMPS UNO -UNLESS NOTED OTHERWISE -REVISION REFERENCE t111717111% -STAINLESS STEEL DUCTWORK FPM -FEET PER MINUTE V/PH -VOLTS/PHASE NOTES: -DETAIL REFERENCE: TOP - DETAIL#; -RECTANGLE-TO-ROUND TAKE -OFF GPM -GALLONS PER MINUTE VAV -VARIABLE AIR VOLUME 1. WEATHER DATA FROM WMO 722110, ASHRAE FUNDAMENTALS 2009 M 1 BOTTOM - DRAWING# SHOWN ON -FLEXIBLE CONNECTION KW -KILOWATT VFD -VARIABLE FREQUENCY DRIVE Q -THERMOSTAT/TEMPERATURE SENSOR 12x8 -9- -FLAT OVAL DUCT -STANDARD BRANCH TAKE -OFF LAT -LEAVING AIR TEMPERATURE p p -CHANGE IN PRESSURE QH-HUMIDISTAT/HUMIDITY SENSOR _ 2LWT -LEAVING WATER TEMPERATURE LT -CHANGE IN TEMPERATURE -DUCT SMOKE DETECTOR 4x12 � -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN -SPIN-IN TAKE -OFF LID -LINEAR DIFFUSER � 2412 -EXISTING DUCTWORK TO REMAIN MBH -THOUSAND BTUs PER HOUR e--. -CONNECT TO EXISTING ____ 24X12 _____ -EXISTING DUCTWORK TO BE REMOVED -DEMOLISH TO POINT INDICATED �- HVAC EQUIPMENT TAGS -MOTORIZED CONTROL DAMPER -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY) �- -TEMPERATURE SENSOR DOWN UP W/IN FLOOR TAG �— -PRESSURE SENSOR -DUCT ELBOW, EXHAUST A 200 -AIR DISTRIBUTION DEVICE �-BACKDRAFT DAMPER '.*'\-CFM -DUCT ELBOW, NEGATIVE PRESSURE, RETURN 0 -NEUTRAL RELATIVE PRESSURE 0 -POSITIVE RELATIVE PRESSURE -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE /-AHU NUMBER Q -NEGATIVE RELATIVE PRESSURE B -RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, RTU-1 -ROOF TOP SUPPLY OR OUTSIDE AIR ROOM DESIGN PARAMETERS ROOM TYPE DESIGN SPACE TEMPERATURE COOLING 'F HEATING 'F LOBBY AREAS 74 70 RESTROOMS 74 70 OFFICE 74 70 COORIDOR 74 70 ELEC MECH/STOR JAN 80 60 COMPUTER EQUIPMENT ROOM 70 60 NOTES: 1. NON -SPECIFIED AREAS SHALL HAVE "OCCUPIED" COOLING SETPOINT OF 74°F (ADJ) AND HEATING SETPOINT OF 70°F (ADJ). 2. BUILDING SHALL HAVE "UNOCCUPIED" SETPOINTS OF 80'F (ADJ) FOR COOLING AND 60'F (ADJ FOR HEATING. COORDINATE OCCUPIED UNOCCUPIED TIME -OF -DAY SCHEDULING WITH OWNER. -SHEET NOTE CALLOUT ® -RECTANGULAR DUCT SECTION UP, �- -SHEET NOTE CALLOUT O1 --- -SHEET NOTE CALLOUT ® -CEILING MOUNTED ACCESS DOOR NEGATIVE PRESSURE, RETURN -RECTANGULAR DUCT SECTION UP, EXHAUST -ROUND DUCT SECTION UP O ® -FLAT OVAL DUCT SECTION UP UNIT # f FCU-1 -FAN COIL UNIT CU-1 -CONDENSING UNIT /-FAN # EF-1 -EXHAUST FAN INDOOR AIR QUALITY - VENTILATION DESIGN CRITERIA AIR FLOOR DESIGN PRIMARY DESIGN REQUIRED HANDLING AREA AREA OCCUPANCY AIRFLOW VENTILATION UNIT SERVED SQ.FT. PEOPLE CFM CFM RTU-1 103 LOBBY 2,062 42 3,200 450 RTU-2 BOH OFFICE AREA 2,540 28 2,550 500 1. DESIGN BASED ON THE VENTILATION RATE PROCEDURE PER ASHRAE STANDARD 62.1-2007. 2. THE DESIGN WILL NEED TO BE RE-EVALUATED IF, AT A LATER TIME, CHANGES OCCUR IN THE USAGE OF THE SPACE, OR IF UNUSUALLY STRONG SOURCES OF SPECIFIC CONTAMINANTS ARE INTRODUCED INTO THE SPACE. HVAC PIPING SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION HVAC DRAWING INDEX CWS -CONDENSER WATER SUPPLY -FLOW DIRECTION SHEET DESCRIPTION ISSUED -CONDENSER WATER RETURN -GATE VALVE - P TRAP El-nCWR CHWS -CHILLED WATER SUPPLY 6 -BALL VALVE My -MANUAL VENT MOA HVAC LEGEND & SHEET INDEX Yes CHWR' -CHILLED WATER RETURN -CALIBRATING BALANCING VALVE MO.2 HVAC GENERAL NOTES Yes M1.0 1ST FLOOR PLAN - HVAC Yes CD -CONDENSATE -BUTTERFLY VALVE -PRESSURE GAUGE M2.0 ROOF PLAN - HVAC Yes CR -CONDENSATE RETURN "G -GAS COCK M F�- -FLOW METER M3.0 HVAC SCHEDULES Yes M4.0 HVAC DETAILS Yes PC -PUMPED CONDENSATE �I -UNION M -WATER METER M4.1 HVAC DETAILS Yes HWR -HOT WATER RETURN -STRAINER -INLINE PUMP M4.2 HVAC DETAILS Yes HWS -HOT WATER SUPPLY -CONTROL VALVE c -INLINE PUMP M4.3 HVAC DETAILS Yes HPS -HIGH PRESSURE STEAM SUPPLY' -SOLENOID VALVE E -CAP MPS -MEDIUM PRESSURE STEAM SUPPLY -PSI REG. -CONNECTION, BOTTOM LPS -LOW PRESSURE STEAM SUPPLY -CHECK VALVE � I -CONNECTION, TOP HPR -HIGH PRESSURE STEAM RETURN �1 -FLOW SWITCH -COUPLING MPR -MEDIUM PRESSURE STEAM RETURN -SLOPE DIRECTION (DOWN) }�— _ -ELBOW, 90' LPR -LOW PRESSURE STEAM RETURN -FLEX CONNECTION I ELBOW, 45° RL -REFRIGERANT LIQUID VN -O.S.&Y. GATE VALVE / G -ELBOW, TURNED DOWN RS -REFRIGERANT SUCTION -STEAM TRAP 0 -ELBOW, TURNED UP -THREE-WAY CONTROL VALVE n —6— -TEE, OUTLET DOWN -THERMOMETER !'o-- � -TEE, OUTLET UP �D -TWO-WAY CHECK VALVE- -45' PIPE RISE (R) / DROP (D) -RELIEF VALVE -PIPE ANCHORS -CONCENTRIC REDUCER -VALVE ON RISER -ECCENTRIC REDUCER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT -- ��- enue I 301 u') co co M N are, Inc. J N LL N j n3 co Q. — U_ F- rn > N N > Q N � N rn Co co w F- 0 N U T a CD a cc .o to > `L w vi H- U > U 0 U CU6 a� 2 ti co co a� U) W am O E o w ~ o z CIDrm a Q 3 Eric S. Cepull, P.E. Floridq,,kiam%o,,�64750 No 647 , � CC w; STAT E �`'•�� 0 •• ♦♦♦ �•.•• �. Seal �Ss�ON A�-%`. This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: HVAC LEGEND AND SHEETINDEX PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: ESC ESC SHEET NUMBER: momi --- I - - ]I] I - -- HVAC BUILDING DESIGN INFORMATION GENERAL: 1. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND STANDARDS. 3. PRIME CONTRACTOR IS RESPONSIBLE TO HAVE LICENSED AND QUALIFIED SUBCONTRACTORS PERFORMING ALL WORK. 4. ALL WORK SHALL BE CONSTRUCTED TO MEET THE PHASING REQUIREMENTS OF THE PROJECT AS OUTLINED IN THE DRAWINGS AND SPECIFICATIONS, OR AS DICTATED BY THE OWNER AND/OR ARCHITECT. 5. PRIOR TO BID, CHECK LEAD TIMES OF ALL EQUIPMENT IN THE PROJECT. IF NECESSARY TO MEET THE PROJECT SCHEDULE, BID SHALL INCLUDE THE COST TO ACCELERATE DELIVERY OF CRITICAL MATERIALS AND EQUIPMENT. ALLOW TIME FOR NORMAL SHOP DRAWING PREPARATION AND REVIEW. 6. CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL INSPECTED BY MECHANICAL INSPECTOR. CONTRACTOR SHALL NOTIFY ENGINEER OF A SCHEDULED INSPECTION TIME WITHIN 72 HOURS. GENERAL CONTRACTOR SHALL NOT CONCEAL WORK UNTIL APPROVED, REGARDLESS OF SCHEDULE. 7. ALL CHANGES MADE IN THE FIELD SHALL BE RECORDED BY THE CONTRACTOR(S) ON AS -BUILT DRAWINGS, SHOP DRAWINGS, AND IN MAINTENANCE MANUALS. 8. DRAWINGS ARE DIAGRAMMATIC IN NATURE. COORDINATE EXACT LOCATION OF ALL EQUIPMENT MOUNTED IN CEILING CAVITY SO ALL SERVICEABLE COMPONENTS CAN BE EASILY ACCESSED BY REMOVING CEILING TILES ONLY. REMOVAL OR RELOCATION OF LIGHTING FIXTURES FOR SERVICE ACCESS IS NOT ACCEPTABLE. THE CONTRACTOR SHALL REINSTALL EQUIPMENT THAT HAS INADEQUATE OR UNSAFE ACCESSIBILITY. LOCATE ALL EQUIPMENT WITH MANUFACTURER RECOMMENDED ACCESS FOR OPERATION AND MAINTENANCE. 9. PROVIDE ACCESS PANELS IN DUCTWORK, WALLS AND CEILINGS WHERE REQUIRED FOR OPERATION, BALANCING, INSPECTION AND MAINTENANCE OF ALL EQUIPMENT. 10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR TO PROCURING OR INSTALLING EQUIPMENT AND SYSTEMS INDICATED ON CONTRACT DOCUMENTS. SUBMIT IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. PRIOR TO SUBMITTAL, CONTRACTOR SHALL VERIFY THAT ADEQUATE SPACE EXISTS FOR THE SUBMITTED EQUIPMENT. SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR, ENGINEER AND ARCHITECT. 11. PRIOR TO BID, COORDINATE ALL MECHANICAL WORK WITH ELECTRICAL WORK AND OTHER TRADES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 12. THE SIZE, LOCATION, WEIGHT, ELECTRICAL REQUIREMENTS AND SERVICE CLEARANCES OF EQUIPMENT INSTALLED BY MECHANICAL SHALL BE COORDINATED WITH ALL OTHER TRADES. 13. WHERE CROWDED LOCATIONS EXIST OR WHERE THERE IS A POSSIBILITY OF CONFLICT BETWEEN TRADES, CONTRACTOR SHALL MAKE COMPOSITE DRAWINGS SHOWING THE EXACT LOCATION OF PIPES, DUCTS, CONDUIT AND EQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT BETWEEN THE TRADES, SHALL BE REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION OF THE WORK. 14. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND GENERAL CONTRACTOR THE REQUIREMENTS FOR STRUCTURAL SUPPORTS AND FRAMING FOR ALL MECHANICAL EQUIPMENT AND SYSTEMS. MECHANICAL AND GENERAL CONTRACTOR SHALL COORDINATE FABRICATION AND INSTALLATION OF ALL STRUCTURAL SUPPORTS AND FRAMING. MECHANICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY STRUCTURAL SUPPORTS AND FRAMING FOR SUPPORT OF NEW DUCTWORK, PIPING AND MECHANICAL EQUIPMENT. PROVIDE SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION, 15. NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENINGS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED BY OTHER TRADES DUE TO SUBSTITUTION OF OTHER THAN SCHEDULED EQUIPMENT. WHEN EQUIPMENT FURNISHED IS DIFFERENT THAN INDICATED, THE COST OF ADDITIONAL ELECTRICAL SERVICE, STRUCTURAL AND RELATED WORK SHALL BE PAID BY THIS CONTRACTOR. 17. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND ALL REQUIREMENTS NOT INDICATED ON THE DRAWINGS. IF THERE ARE ANY APPARENT CONFLICTS BETWEEN THE SPECIFICATIONS, DRAWINGS AND CODE REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 18. ALL EQUIPMENT, PIPING AND VALVES SHALL HAVE IDENTIFICATION LABELS AND TAGS PER SPECIFICATIONS AND AS INDICATED, 19. ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTED TO PREVENT ANY RUST, INCLUDING, BUT NOT LIMITED TO, ANGLE FRAMING, UNIT SUPPORTS, MOUNTING HARDWARE, ETC. 20. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 21, CONTRACTOR SHALL PROVIDE 4" THICK REINFORCED CONCRETE PADS FOR ALL INTERIOR SLAB -MOUNTED EQUIPMENT. ALL OUTDOOR EQUIPMENT SHALL BE MOUNTED ON MINIMUM 6" THICK REINFORCED CONCRETE PADS ON GRADE. ALL PADS SHALL EXTEND 6" BEYOND EACH SIDE OF EQUIPMENT. 22. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 23. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED WITH THE OWNER, AND SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 24. ALL MATERIALS AND EQUIPMENT INSTALLED IN RETURN AIR PLENUMS SHALL BE NON-COMBUSTIBLE AND UL APPROVED FOR USE IN A RETURN AIR PLENUM SPACE. ALL WIRING SHALL BE NON-COMBUSTIBLE OR SHALL BE ENCLOSED IN METAL CONDUIT OR PROTECTED BY A SHEET METAL COVER SECURED WITH METAL FASTENERS. 25. INSULATION, FITTINGS, COVERS AND FINISHES IN RETURN AIR PLENUM SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 26. TEST AND BALANCE ALL NEW AND EXISTING AIR AND HYDRONIC DEVICES, SYSTEMS AND EQUIPMENT IN AFFECTED SYSTEMS. DUCTWORK AND AIR DISTRIBUTION: 27. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS, WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 28. TRAPPED CONDENSATE DRAINS FROM ALL COOLING EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE, TO SUIT EQUIPMENT FURNISHED. SEE CONDENSATE TRAP DETAILS. 29. PROVIDE AN AUXILIARY DRAIN PAN AND DRAIN LINE UNDER ALL AIR HANDLING UNITS OR FAN COIL UNITS LOCATED ABOVE THE CEILING. SECONDARY DRAIN LINE SHALL RUN TO READILY VISIBLE LOCATION OR PROVIDE FLOAT SWITCH TO SHUT DOWN UNIT. 30. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 31, DAMPERS AND INSIDE OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. 32. ALL DUCTWORK IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES UPSTREAM OF SPLIT. 33. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 34. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. 35. MAINTAIN 6" CLEARANCE BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE, SMOKE AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 36. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10'-0" CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. LOWEST POINT OF EACH OUTSIDE AIR INTAKE ON ROOF SHALL BE A MINIMUM OF 24" ABOVE ROOF, PAVEMENT OR GRADE. 37. ALL DUCTS SHALL BE CONSTRUCTED AND SUPPORTED (AS A MINIMUM) AS SPECIFIED IN THE SMACNA "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE", LATEST EDITION. MORE STRINGENT REQUIREMENTS OF THESE DRAWINGS AND/OR SPECIFICATIONS SHALL PREVAIL. 38. LOW PRESSURE SUPPLY AIR, RETURN AIR, TRANSFER AIR, OUTDOOR AIR AND EXHAUST AIR (NON -GREASE, NON -CORROSIVE) DUCTS SHALL BE CONSTRUCTED OF G90 (SINGLE -WALL) GALVANIZED STEEL UNLESS NOTED OTHERWISE. (+/- 2" PRESSURE CLASS UNLESS SPECIFIED OR NOTED OTHERWISE.) 39. FLEXIBLE DUCT SHALL BE PROVIDED WHERE INDICATED ON DRAWINGS. ALL FLEXIBLE DUCT SHALL BE SUITABLE FOR THE SERVICE INTENDED. NO LENGTH OF FLEXIBLE DUCT SHALL TURN MORE THAN A TOTAL OF 180 DEGREES. FLEXIBLE DUCT SHALL ONLY BE USED IN CONCEALED SPACES (ABOVE CEILINGS) AND NOT PASS THROUGH ANY WALL, FLOOR OR CEILING. 40. ALL HORIZONTAL SUSPENDED RECTANGULAR DUCTS SHALL BE SUPPORTED WITH GALVANIZED STEEL TRAPEZE HANGERS UNDER BOTTOM OF DUCTS. SECURELY FASTEN SUPPORTS TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. RECTANGULAR DUCTS EIGHTEEN (18) INCHES OR LESS IN WIDTH MAY BE SUPPORTED WITH GALVANIZED STEEL STRAP HANGERS AROUND SIDES AND BOTTOM OF DUCTS IN LIEU OF TRAPEZE HANGERS. 41. ROUND AND OVAL DUCT SHALL BE SUPPORTED AS SHOWN ON THE DRAWINGS OR AS RECOMMENDED BY SMACNA MANUAL. 42. NO CEILINGS, PIPING OR EQUIPMENT SHALL BE SUPPORTED FROM THE DUCTWORK OR DUCT HANGERS. 43, THE DUCT SEALING MATERIAL SHALL BE OF LIQUID, MASTIC AND GASKET TYPES AND APPLIED PER THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. 44, ALL FIBROUS GLASS DUCT INSULATION JOINTS, SEAMS AND CONNECTIONS (RIGID BOARD INSULATION OR DUCT WRAP) SHALL BE CLOSED WITH STAPLES, AND SEALED WITH GLASS FAB IMBEDDED IN MASTIC. HEAT AND PRESSURE SENSITIVE TAPES ARE NOT ACCEPTABLE AS A FINAL CLOSURE. 45. INSULATION FOR DUCTS CONVEYING CONDITIONED AIR (SA, RA AND PRE -CONDITIONED OA): INTERIOR DUCTS LOCATED BELOW ROOF INSULATION SHALL BE INSULATED TO A MINIMUM INSTALLED R-VALUE OF R-4.2. DUCTS LOCATED IN ATTIC SPACES SHALL BE INSULATED TO A MINIMUM INSTALLED R-VALUE OF R-6. EXTERIOR DUCTS SHALL BE INSULATED TO A MINIMUM INSTALLED R-VALUE OF R-8. DUCT INSULATION SHALL MEET ALL OF THE CRITERIA PRESCRIBED IN FBCM SECTION 604. 46. ALL HORIZONTAL OR VERTICAL DUCT BENDS AND ANGLED TURNS OF DUCTWORK SHALL BE RADIUSED ELBOWS WHEREEVER POSSIBLE. WHERE A RADIUS ELBOW WILL NOT FIT, MITERED ELBOWS IN EXCESS OF 45- SHALL HAVE TURNING VANES INSTALLED. 47. BEVELED TAKE -OFFS AND DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTWORK LEADING FROM THE MAIN TRUNK LINES. 48. DUCT SIZES SHOWN ARE MINIMUM CLEAR INSIDE DIMENSIONS. INCREASE OUTSIDE DIMENSIONS WHERE REQUIRED FOR LINED OR DOUBLEWALL DUCT. 49. ANY LOW PRESSURE SUPPLY, RETURN, VENTILATION OR GENERAL EXHAUST AIR DUCT ON PLANS NOT INDICATED BY SIZE OR REQUIRING RESIZING DUE TO FIELD CONDITIONS SHALL BE SIZED BY CONTRACTOR PER THE TRANE 'DIJCTULATOR' AI 0.08 IN. WATER/100 FT. OF DUCT STATIC PRESSURE. 50. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR -HANDLING UNIT AND FAN -COIL UNIT. (FLEX CONNECTION MAY BE OMITTED WHERE CONNECTING TO AN AHU HAVING INTERNAL FAN VIBRATION ISOLATION.) 10 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 C/) U_ a Q C� w H U w U u) W _O W W z W7 Cn Q LID CY) M N Co C's U_ N MTM I_ W Co U_ a) Co � rn N N Q c'M CN �= nI LoM �+ T CID00 co UJ 0 N r c o ca 8 ai LZ 0 Uj U a) o y07 12 � LL co C t CO CD fn_ a °O E U cu �_ C 0 m rn co Cn Q � Ln U) U) O Y Z Q W J U) J0 Z 2 0 2 W W } W [L a N N Eric S. C pull, P.E. Florio �%%JerLSt , 750 �r No ' _ • r ' 7• • r w• • t yt-�r. • r• STAT� v 4OR\ Seol This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: HVAC GENERAL NOTES PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: ESC ESC SHEET NUMBER MOm2 P I l ill I I I I I 111 MECHANICAL SHEET NOTES: O12"x12" MINIMUM 24 GAUGE GALVANIZED STEEL EXHAUST DUCT UP TO EF-1 ON ROOF. COORDINATE WITH STRUCTURAL JOIST LAYOUT AND ALL OTHER TRADES. TRANSITION AS REQUIRED. O2 PROVIDE A NEW PROGRAMMABLE THERMOSTAT (CARRIER DEBONAIR SLIMLINE 450) FOR ROOF TOP UNIT RTU-1. MOUNT ON WALL 54" ABOVE FINISHED FLOOR AND COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. O PROVIDE CARRIER WALL MOUNTED HUMIDITY SENSOR AND CO, SENSOR. MOUNT ON WALL ABOVE THERMOSTAT AND COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. ® MOUNT NEW 120V DUCT MOUNTED SMOKE DETECTOR (FURNISHED AND WIRED BY DIV 26) AT MAIN SUPPLY AIR DUCT PRIOR TO ANY SUPPLY BRANCH IN COMPLIANCE WITH CODE. DETECTORS SHALL BE INTERLOCKED BY ELECTRICAL CONTRACTOR TO SHUT DOWN ROOFTOP UNITS UPON DETECTION OF SMOKE. O SUPPLY AND RETURN AIR DUCTWORK, ROUTE THROUGH WALL TO ROOF MOUNTED RTU-1 ON LOWER ROOF, PROVIDE WITH FLEXIBLE DUCT CONNECTIONS. COORDINATE PENETRATIONS WITH STRUCTURAL BUILDING CONDITIONS AND ALL OTHER TRADES, TRANSITION AS REQUIRED. SEE SHEET M2.0 FOR CONTINUATION. 20"x18" SUPPLY AND 20"x20" RETURN AIR DUCT UP THROUGH ROOF TO ROOF MOUNTED RTU-2 AND TRANSITION TO FULL SIZE OF UNIT OPENING AS REQUIRED. PROVIDE FLEXIBLE DUCT CONNECTIONS. COORDINATE ROOF PENETRATIONS WITH STRUCTURAL BUILDING CONDITIONS AND ALL OTHER TRADES, TRANSITION AS REQUIRED. -O PROVIDE INSULATED SHEET METAL TRANSFER DUCT ABOVE CEILING. ® SPLIT A/C SYSTEM DUCTED FAN COIL UNIT (EC U-3) ABOVE CEILING IN ATM ROOM. SUSPEND UNIT FROM STRUCTURE ABOVE. REFER TO PLUMBING DRAWINGS FOR CONDENSATE ROUTING/DISPOSAL. O9 SPLIT A/C SYSTEM WALL MOUNTED DUCTLESS FAN COIL UNIT (FCU 1 AND FCU-2). COORDINATE ACTUAL INSTALLATION LOCATION IN FIELD WITH OWNER. REFER TO PLUMBING DRAWINGS FOR CONDENSATE ROUTING/DISPOSAL, 10 SPLIT A/C SYSTEM REFRIGERANT SUCTION AND LIQUID LINES UP THRU ROOF TO REMOTE ROOF MOUNTED CONDENSING UNITS (CU-1, CU-21 AND CU-3). ROUTE LINES AS STRAIGHT AS POSSIBLE, PROVIDE WITH MINIMUM 1" THICK INSULATION. 11 SHEET METAL SUPPLY AIR DUCT, ROUTE THRU JOIST WEB, OFF -SET AS REQUIRED. COORDINATE ROUTING WITH STRUCTURAL JOIST WEBBING. @ SHEET METAL SUPPLY AND RETURN AIR DUCT MAIN, ROUTE UP BETWEEN STRUCTURAL JOIST, OFFSET AND/OR TRANSITION AS REQUIRED. COORDINATE ROUTING WITH STRUCTURAL JOIST LAYOUT. 13 PROVIDE A NEW PROGRAMMABLE THERMOSTAT (CARRIER DEBONAIR SLIMLINE 450) AND CARRIER WALL MOUNTED HUMIDITY SENSOR AND CO, SENSOR FOR ROOF TOP UNIT RTU-2. MOUNT ON WALL 54" ABOVE FINISHED FLOOR AND COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. 14 PROVIDE A WALL MOUNTED THERMOSTAT FOR FCU-3 WITH REMOTE SPACE SENSOR. MOUNT THERMOSTAT 54" AFF AND COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. 15 SHEET METAL SUPPLY AND RETURN AIR DUCT MAIN, ROUTE WITHIN STRUCTURAL JOIST, OFFSET AND/OR TRANSITION AS REQUIRED. 16 TRANSITION DUCTWORK EVENLY AT TEE AND PROVIDE TURNING VANES. 40 -- -- - --------- --- ------ ----- ---- -- liim k ; E 11LI A 320 A 320 • 11 'Eli I ' • - III �■� �I �1 E A 50 LEOTI;7-,'Ii1_ B 490 11 12x10 W2 12 18x24 I 'i I I 10� �" ---- - - `D I! I I I l I A 13pill O O I I I i )' 8� A 320 I - ' l II 0 o I 100 O O i A 320 A 320 ZONE A 320 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW,tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 CB) cn C� a Q w I-- 0 w I— U _-- O ry w z 14x16 A 320 A 320 FLOOR PLAID - HVAC SCALE 1 /4" = V-011 2.3 LO M O M4y » CD Co CV LL cNy . /'� 0 k v J CO LL k`. tl I N3•' y>, Q CN t N r `. InMl v o0s°f w ,a r �t 1• 1 _ U r;• i ` -O r p iT ,,.. i U5 "E v 2 CO ti E V. U) it a CC C0 ' n E ♦- c COM) ' Q Y' J Eric S. Cepull, P.E. FIor`dp-1 g'W",#+6,�750 NO 6A . 'tic - STATE 0 Fit O . Seal �S`;ONPll�l�G"�i�V�`V I This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project JI and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 At q hl NO: DATE: REMARKS: REVISIONS:` DRAWING TITLE: 5 FLOOR PLAN - HVAC E 11, 1 PROJECT Ni ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: ESC ESC SHEET NUMBER:M1 ,;. 00 k' t --- -- _ I I _ _ II _ _ I.I. I I _.... 1 _- I ' 1 1'1 1 1 1 1 Nil' II I I IT 1 11 1 _.. 1I I I I --- - - - - ----- - -- _.__ _. _._._-_. - _._ -..._- — -- -- ----- --- - - - ------ -I--- -- 11 MECHANICAL SHEET NOTES: Ol MODULATING MOTORIZED OUTSIDE AIR DAMPER, DAMPER SHALL BE SET FOR OUTSIDE AIR QUANTITIES INDICATED. SEE AIR BALANCE AND ROOFTOP A/C UNIT SCHEDULE. O ROOF MOUNTED A/C UNIT WITH MANUFACTURER'S ROOF CURB. COORDINATE LOCATION WITH STRUCTURAL BUILDING CONDITIONS, FURNISH AND INSTALL ALL TEMPERATURE CONTROL WIRING FROM THE UNIT TO THE THERMOSTAT OR OTHER CONTROL DEVICES. UNIT SHALL HAVE ALL FILTERS REPLACED AND ALL COILS CLEANED WITH APPROVED METHODS. ALL COIL FINS SHALL BE COMBED AS STRAIGHT AS POSSIBLE. ALL THIS WORK SHALL BE PERFORMED AFTER CONSTRUCTION AND PRIOR TO C.O. U3 LOCATION FOR SPLIT A/C SYSTEM REMOTE ROOF MOUNTED CONDENSER UNITS AND REFRIGERATION SUPPORT SYSTEM. ® 1" CONDENSATE DRAIN LINE, ROUTE TO NEAREST PRIMARY ROOF DRAIN. PROVIDE WITH MINIMUM OF 2" AIR GAP TO OBTAIN AN INDIRECT CONNECTION. INSTALL PER CODE REQUIREMENTS. COORDINATE ROOF DRAIN LOCATION WITH ARCHITECTURAL DRAWINGS. O5 REFRIGERATION LIQUID AND SUCTION LINES FROM ROOF MOUNTED CONDENSER UNITS, DOWN THRU ROOF TO ASSOCIATED EVAPORATOR COIL. PROVIDE WITH PIPE CURB AND CHASE WITH GOOSENECK. SUPPLY AND RETURN AIR DUCTWORK DOWN THROUGH ROOF. ROUTE THROUGH ROOF JOISTS TO ABOVE CEILING SPACE. COORDINATE PENETRATIONS WITH STRUCTURAL BUILDING CONDITIONS AND ALL OTHER TRADES, TRANSITION AS REQUIRED. SEE SHEET M1.0 FOR CONTINUATION. PROVIDE SUPPLY AND RETURN AIR DUCT MAINS WITH MINIMUM 1" THICK DUCT LINER FOR THE FIRST 10'-0" FROM UNIT. DUCT DIMENSIONS SHOWN ON THE PLANS ARE CLEAR INSIDE AIR PASSAGE DIMENSIONS. O7 MAINTAIN A MINIMUM 10'-0" FROM ANY OUTSIDE AIR INTAKE OPENING. ® PROVIDE 2" FOAM GLASS INSULATION (MIN. R-6) FOR ALL DUCTWORK EXPOSED TO THE OUTDOORS. PROVIDE AN ALUMINUM JACKET AND SEAL WATERTIGHT TO PROTECT INSULATION. rg SUPPLY AND RETURN AIR DUCT, ROUTE THRU WALL TO LOBBY CEILING SPACE. COORDINATE PENETRATIONS WITH STRUCTURAL BUILDING CONDITIONS AND ALL OTHER TRADES. TRANSITION DUCTWORK AS REQUIRED. SEE SHEET M1.0 FOR CONTINUATION. PROVIDE SUPPLY AND RETURN AIR DUCT MAINS WITH MINIMUM 1" THICK DUCT LINER FOR THE FIRST 10'-0" FROM UNIT. DUCT DIMENSIONS SHOWN ON THE PLANS ARE CLEAR INSIDE AIR PASSAGE DIMENSIONS. C a� U Q) 7- EL co O O N r C7 Q) Q, W O O O 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 EN G I N E E R I N G Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 -- L - I I I �I I I I I I I II �I La OL i I li i I I \ � 1 1 � I I I � I I I ' � I \ I III I II I I I I I O � � —J �I I I I I I L I 'I I� �I I _ _ -- Z - \ w H U w U u� O iY w z W-7 iML 14m1 04, Lr) CM M N fM C7 LL. N c>3 M �00 E 00 F LL � rn Q)N Q M N N LO C') 00 UJ 0 CV O c m 0 m LL c a m � U) n 00 E m � 0 m Eric S. Cepull, P.E. Flori,gQ%% LV��41444750 �%% �� P•. �GENS •. � No A ;*VP s + 'l7 • STATE OFw 0• i •.•F O ,� Seal fil toN*P,\- This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: ROOF PLAN - HVAC PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: ESC ESC SHEET NUMBER M2mO ROOF PLAN - HVAC SCALE 1 /4" = 1'-0" 1 I I I I ! I I I I - -- __1 11 I 1 1j-- I _L _. Q v n C6 0 N 0 V) EL w I 0 Q M Q N I M 0 U I O Li O ` 0 0 0 I 0 0 N / FAN SCHEDULE PLAN _ CFM SP MAX FAN MAX MOTOR DRIVE FAN ACCESSORIES FAN WEIGHT HP RPM VOLTS PHASE MARK MANUFACTURER MODEL TYPE IN. WG. RPM SONES TYPE SERVICE & NOTES INTERLOCK LBS EF-1 GREENHECK GB 101-4 ROOFTOP DOWNBLAST 720 0.60 1,324 6.5 1 4 1725 120 1 BELT RESTROOM LOUNGE PRINTER TRASH 1,2,4,5,6,8 SEE SEQUENCE 63 ACCESSORIES & NOTES 1) MOTORIZED BACKDRAFT DAMPER. 2) INLET SCREEN AND WASHABLE METAL MESH FILTERS 3) HINGED AND VENTED ROOF CURB (KITCHEN HOOD APPLICATION) 4) ROOF CURB 5) SERVICE DISCONNECT SWITCH 6) FAN SHALL RUN CONTINUOUSLY THRU CONTROL SYSTEM 7) GREASE RECEPTACLE 8 OSHA BELT GUARD 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 PACKAGED ROOFTOP UNIT SCHEDULE (DIRECT EXPANSION) AIR FLOW FAN DATA COOLING COIL ELECTRIC HEATING FILTER DATA COOLING DATA ELECTRICAL DATA UNIT SUPPLY FAN DATA CONDENSER FAN EVAPORATOR CAPACITY COMPRESSOR DATA CONDENSER FAN DATA UNIT DATA PLAN MODEL NO. MANUFACTURER AREAS UNIT TYPE MIN. COIL DATA TOTAL MIN OA MAX OA EXT. TYPE MAX MAX MOTOR NO. EAT 'F LAT 'F SENSIBLE TOTAL EAT LAT KW FINAL PREFILTER REFRIGERANT NO. REFRIG. COOLING SYSTEM COOLING NO. COMP. NO. FAN MIN. CIRCUIT UNIT MOCP VOLT/ WEIGHT MARK SERVED TONS DB WB DB WB CFM CFM CFM S.P. IN WG RPM BHP HP FANS MBH MBH 'F 'F TYPE EFF. TYPE CIRCUITS AMBIENT EFFICIENCY (ARI.) COMPRESSORS RLA EA FANS FLA EA AAPACITY FLA AMPS PHASE LBS RTU-1 50PGBC09-DK5--AA CARRIER LOBBY AREA CONSTANT VOLUME 3,200 150 450 8.5 1.00 PLENUM 1600 1.37 3.7 2 78.5 66.1 57.1 55.5 73.66 104.64 65.40 84.00 18.80 MERV 13 30% R-410A 2 95 13.3 EER 2 16 2 1.5 75.3 69 80 208/3 1105 RTU-2 50PGBC09-DK5--AA CARRIER BOH OFFICE AREA CONSTANT VOLUME 2,550 200 500 8.5 1.00 PLENUM 1600 0.95 3.7 2 79.5 66.9 55.2 53.9 66.62 101.50 63.50 86.90 18.80 MERV 13 30% R-41OA 2 95 13.3 EER 2 16 2 1.5 75.3 69 80 208 3 1105 NOTES: 1. BASIS OF DESIGN MANUFACTURER: CARRIER. 14. PROVIDE THERMAL EXPANSION VALVES ON ALL DX COILS. 2. PERFORMANCE CAPACITIES SHOWN ARE MINIMUM. 15. UNIT SHALL BE U.L. TESTED AND CERTIFIED IN ACCORDANCE WITH ANSI Z21.47. 3. MAXIMUM DISCHARGE SOUND: 100 DB IN ANY SINGLE OCTAVE BAND, 105 DB ALL BANDS COMBINED, 98 DBA ALL BANDS COMBINED. 16. PROVIDE CONDENSER COIL HAIL GUARD GRILLE. 4. PROVIDE WITH STAINLESS STEEL DRAIN PANS AND COIL CASINGS. 17. PROVIDE WALL MOUNTED CO2 AND HUMIDITY SENSORS. 5. COORDINATE PIPING AND DUCT CONNECTION ORIENTATIONS WITH PLANS. 18. PROVIDE WITH HUMIDI-MIZER DEHUMIDIFICATION SYSTEM 6. PROVIDE PROGRAMMABLE THERMOSTAT CARRIER MODEL 33CS450-01 WITH KEYPAD LOCKOUT 7. ALL FAN MOTORS SHALL BE MANUFACTURER'S HIGHEST "PREMIUM" EFFICIENCY. 8. PROVIDE WITH MINIMUM 14" HIGH ROOF CURB. 9. PROVIDE ONE (1) SET OF CONSTRUCTION AIR FILTERS AND ONE (1) SET OF NEW FILTERS TO BE INSTALLED AT TIME OF C.O. 10. UNIT MUST BE CONSTRUCTED AS DOUBLE WALL WITH MINIMUM 2" INSULATION. 11. PROVIDE DIGITAL SCROLL COMPRESSORS ON LEAD CIRCUIT AND HOT GAS BYPASS ON LAG CIRCUIT. 12. PROVIDE SINGLE POINT POWER CONNECTION WITH FACTORY MOUNTED STARTER. DISCONNECT TO BE PROVIDED BY DIVISION 26 13. PROVIDE WITH MODULATING, MOTORIZED OUTSIDE AIR DAMPER AND REMOTE SPACE MOUNTED CO2 SENSOR. SEQUENCE OF OPERATIONS OCCUPIED AND UNOCCUPIED OPERATION THE TEMPERATURE CONTROL SYSTEM SHALL BE SET FOR OCCUPIED AND UNOCCUPIED HOURS, DURING THE OCCUPIED HOURS, THE SPACE SHALL BE MAINTAINED AT 72-F (ADJ.) IN THE COOLING MODE AND 70-F (ADJ.) IN THE HEATING MODE. DURING UNOCCUPIED PERIODS, THE SPACE TEMPERATURE SHALL MAINTAIN 807 (ADJ.) IN THE COOLING MODE AND 657 (ADJ.) IN THE HEATING MODE. RTU-1 AND RTU-2: UPON RECEIVING A SIGNAL FROM THE TEMPERATURE CONTROL SYSTEM FOR OCCUPIED HOURS, THE RTU FAN SHALL ENERGIZE AND REMAIN ON DURING OCCUPIED HOURS. THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED FOR MORNING WARM-UP UNTIL THE OCCUPIED HOURS ARE REACHED, AND THEN WILL OPEN TO ITS MINIMUM POSITION. THE TEMPERATURE CONTROL SYSTEM SHALL MAINTAIN THE COOLING AND HEATING SETPOINTS. UPON SENSING A ROOM TEMPERATURE RISE OF 0.5'F ABOVE COOLING SETPOINT AND WHEN THE OUTDOOR AIR TEMPERATURE IS BELOW 557, THE MODULATING DAMPER WILL MODULATE THE OUTDOOR AIR DAMPER OPEN AND RETURN AIR DAMPER AND THE RELIEF DAMPER WILL BE OPENED. THE CO, SENSORS SHALL MONITOR THE AMOUNT OF CO, IN EACH REGULARLY OCCUPIED SPACE. WHEN THE AMOUNT OF CO, REACHES A PRESET LIMIT, THE OUTSIDE AIR DAMPER SHALL MODULATE OPEN IN STEPS AS THE AMOUNT OF CO, IN THE SPACE INCREASES UNTIL THE AMOUNT OF OUTSIDE AIR HAS REACHED ITS MAXIMUM. THE OUTSIDE AIR DAMPER SHALL STAY AT ITS MAXIMUM UNTIL THE CO, SENSOR REGISTERS A DROP IN CO, IF THE OUTSIDE AIR DAMPER IS AT ITS MAXIMUM AND CO, LEVELS DO NOT DROP WITHIN 5 MINUTES (ADJ), AN ALARM SHALL SOUND. THE OUTSIDE AIR DAMPER SHALL BE CLOSED DURING UNOCCUPIED HOURS. PROVIDE HUMIDITY OVERRIDE ROUTINES FOR EACH RTU DURING SYSTEM OPERATION WHEN THE RELATIVE HUMIDITY EXCEEDS 55% (ADJ). ALSO PROVIDE HUMIDITY OVERRIDE ROUTINE FOR EACH RTU TO OPERATE THE DURING UNOCCUPIED PERIODS WHEN THE SPACE RELATIVE HUMIDITY EXCEEDS 60% (ADJ). FAN COIL UNITS (FCU-1. FCU-2. FCU-3): UNITS SHALL OPERATE CONTINUOUSLY TO PROVIDE AIR AT THE SETPOINT, AIR DISTRIBUTION SCHEDULE PLAN NECK FACE ADDITIONAL MARK CFM SIZE SIZE DESCRIPTION REQUIREMENTS A 000-110 6 2424 SUPPLY DIFFUSER SUPPLY CEILING MOUNTED 111-240 8" 2424 BASIS OF DESIGN: TITUS OMNI SURFACE -MOUNT: BORDER TYPE 1 241-420 10" 2424 COLOR: WHITE LAY -IN: BORDER TYPE 3 421-620 12" 2424 MATERIAL: ALUMINUM 621-800 14" 2424 OPPOSED BLADE DAMPERS: NO 951-1000 15" 2424 B 000-110 6x6 2424 RETURN EXHAUST DIFFUSER RETURN EXHAUST CEILING 111-220 8x8 2024 BASIS OF DESIGN: TITUS 50F SURFACE -MOUNT: BORDER TYPE 1 221-350 10x10 2024 COLOR: WHITE LAY -IN: BORDER TYPE 3 351-530 12x12 24X24 MATERIAL: ALUMiNUM 531-730 1414 2024 OPPOSED BLADE DAMPERS: NO 731-970 16x16 2024 1/2"x1/2"X1/2" EGGCRATE GRID 970-1240 18x18 24X24 1241-1540 20x2O 24X24 1541-1880 1 22x22 I 24X24 NOTES: 1. AIR DISTRIBUTION DEVICES LOCATED WITHIN ACCOUSTICAL TILE CEILINGS SHALL_ BE PROVIDED WITH BORDER TYPE 3 FOR LAY -IN MOUNTING. AIR DISTRIBUTION DEVICES LOCATED WITHIN GYPSUM BOARD CEILINGS OR WALLS SHALL BE PROVIDED WITH BORDER TYPE 1 FOR SURFACE MOUNTING. REFER TO ARCHITECTURAL DOCUMENTS FOR CEILING TYPES. FAN COIL UNIT SCHEDULE (DIRECT EXPANSION) COOLING CAPACITY TOTAL SENSIBLE PLAN AREA MANUFACTURER MODEL TOTAL EXT. SP MARK SERVED AIR VOLUME (IN. WG.) CAPACITY CAPACITY EAT EAT LAT LAT CFM MBH MBH 'F DB 'F WB 'F DB 'F WB FCU-1 DATA ROOM CARRIER 40MVC018 630 0.0 18.0 16.7 75.0 61.0 52.0 45.0 FCU-2 ATM ROOM CARRIER 40MVC018 630 0.0 18.0 16.7 75.0 61.0 52.0 45.0 FCU-3 VESTIBULE CARRIER FE4ANF003 940 0.3 30.0 22.7 80.0 1 67.0 1 57.6 56.9 ELECTRICAL PLAN MODEL LOCATION NOMINAL MARK CAPACITY VOLTS/ MCA MOCP TONS PHASE CU-1 38MVC ROOF 1 208 1 12 20 CU-2 38MVC ROOF 1 208/1 12 20 CU-3 24APA530 ROOF 1 2.5 208 1 18.3 25 NOTES: 1. SEE SCHEDULE FOR BASIS OF DESIGN MANUFACTURER. 2. PROVIDE ONE (1) SET OF CONSTRUCTION AIR FILTERS AND ONE (1) SET OF NEW FILTERS TO BE INSTALLED AT TIME OF C.O. 3. PROVIDE SINGLE POINT ELECTRICAL CONNECTION FOR CU-1 AND CU-2. INSIDE UNITS (FCU-1 AND FCU-2) ARE POWERED FROM CU ELECTRICAL CONNECTIONS. 4. INSTALL PER MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. 5. PROVIDE 3" HIGH GALVANIZED STEEL AUXILIARY DRAIN PAN. 6. PROVIDE FLOAT SWITCH IN THE AUXILIARY DRAIN PAN TIED INTO THE FAN SHUTDOWN FOR SECONDARY CONDENSATE DRAINAGE SYSTEM. 7. PROVIDE ALL MECHANICAL CODE AND ENERGY CODE REQUIRED CLEARANCES. 8. SEE DIVISION 26 FOR DISCONNECT. 9. PROVIDE CONDENSATE TRAP AND PIPING FROM UNIT TO STORM DRAIN OR GRADE. SEE PLUMBING SHEETS FOR STORM DRAIN CONNECTION LOCATIONS. 10. PROVIDE MERV 8 FILTERS AT ALL FAN COIL UNITS. 11. FAN SPEED SET TO HIGH. , 12. FCU-3: PROVIDE SEPARATE POWER CONNECTION. 1OKW HEAT - 36.2A; MCA: 53.8; MOCP: 60. BLOWER MOTOR: 1 2 HP. U) _U a Q C9 LEI H U LU U Q U) O W w z EY 1d i yltll��. I 111) co o co FAF tl N C, m a- E F LL a) rn C N > N Q M N N L2 C0 Cn T co 0 co0 LU F- C) N a CO U (1) 0Ln c U C co � C9 ti m C L U a M E U C CID C m co Eric S. ,I V Ill, P.E. Flo,i % elks ' 6; �50 NS . ���°IE \' NO �* r :cc r L r � • r • STATE090. ' C? % Seal�O N P,\- ,• This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: HVAC SCHEDULES PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: ESC ESC SHEET NUMBER M10 I _ I_ --- L - I —1 —iI - - -- I s SPIN -IN FITTING W/VOLUME EXTENDED OPERATOR "��— ON BALANCE DAMPER CONTROL DAMPER (INSUL. o PER SPEC.) DRAW BAND L— — — — — — FLEXIBLE DUCT MAX. 8'-0" IN LENGTH I� FULLY EXTENDED. DAMPER INSTALLED UP TO 30' FROM CONTROL DRAW BAND BLANK -OFF PLATES WHERE REQUIRED DIFFUSER NECK (INSUL. PER SPEC.) BOTTOM TO BE PLACED AT DIFFUSER CONE (INSUL. PER SPEC.) CEILING LEVEL WITH PLATED COVER ON CEILING CEILING TEE SOCKET WRENCH USED TO ENLARGE OPERATOR SHAFT FOR DAMPER ADJUSTMENT .100000000 LIGHT NOTE: FOR USE IN NON -ACCESSIBLE CEILINGS: I.E. HARD CEILINGS CABLE CONTROL VOLUME DAMPER 4 DIFFUSER MOUNTING 1 No Scale No Scale MAIN BRANCH DUCT DUCT SHALL EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING GALV. SHEET METAL HOOD WITH 5,0,�gX/ HOOD FOR SOP PINGDEXI EXITING ONRTWOESIDES BIRD SCREEN o\��G���N BRANCH RETURN WHERE SHOWN ON ROOF PLAN. AIR FLOW _ ��p (RECTANGULAR GOOSENECK DETAIL SIMILAR) TWO PIECE PIPE CLAMP MAX. SAG 1/2" PER STRAP (TYP.) MIN. 1" WIDE HANGER R SULATEANT PIPING WHERE RETURN DUCT IS SMALLER FOOTOF SUPPORT THAN NECK SIZE OF RA GRILLE MANUAL VOLUME DAMPER — PROVIDE PLENUM BOX OF FULL NECK SIZE OF RETURN AIR GRILLE SEE NOTE 1-516 AND MIN. 8" HIGH PAINT INSIDE SPOTT W WELDEDD CEILING OF BOX FLAT BLACK. / CHANNELS BACK 45° RECT. TO ROUND PITCH TO BACK SIDE TAKEOFF FITTING, MANUAL VOLUME SEE DETAIL. DAMPER RETURN AIR GRILLE PREFAB. CURB � — 2" ALUM. PIPE NOTE: SIMILAR FOR EXHAUST tROOF!DECK SUPPORT COLUMN TAPEREDINSULATION CLOSER MAXIMUM INTERVALS MAY BE SPECIFIED AS A CONDITION OF U.L. LISTING, PARTICULARY IN FIRE MIN. 1;2" WIDE BAND CLAMP SEAL WITH APPROVED RATED FLOOR/CEILING ASSEMBLIES. (TYP.) SHALL NOT CONSTRICT FIRE STOPPING MATERIAL. DUCT. WIRE NOT PERMITTED, 4"x4"x 1/4" THICK SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR NOTES: ALUM. PLATE ANCHORED CAUSE OUT OF ROUND SHAPE. 1. FLASH AROUND PIPING SUPPORT COLUMN. TO ROOF DECK. ANCHORS 2. PIPING SHALL BE SLOPED TOWARD THE CONDENSING SHALL NOT PENETRATE UNITS. THE ROOF DECK MORE THAN 3/4". RETURN AIR BRANCH CONNECTION DETAIL 5 FLEXIBLE DUCT SUPPORT DETAIL 3 TYPICAL REFRIGERANT PIPING ROOF CAP DETAIL 2 No Scale No Scale No Scale 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-0050 Fax: 407-425-7367 LO co 0 co ENGINEERING FOR ARCHITECTURE wwwAlc-engineers.com TLC for Architecture, Inc. a N coQ © Copyright 2011 Engineering J N EB #0000015 TLC NO:110045 C rNS a� w a) co � rn N Q CM N � N LO CM y 00 to W F- O d- 00 N U_ 2 d Q C 7 co c -a N o N W tla) Uj H U > U o Co Of Q CO c Cc W o H Z co � m V) Eric S. Cepull, P.E. Flori 01M� Y#4'4750 S. f'(! pis •►`�t�,Q�•r,�GENSF• No 6 •r • • r 1.00 • 5O STAT• Seal �©N This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: HVAC DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: ESC ESC 4n0 _.i _ J-_ __ _l _ 'C 9 SAMPLING TUBE AIRFLOW 4—> INSULATED ACCESS PANEL SMOKE DETECTOR (CENTER OF DUCT) ENSURE SMOKE DETECTOR HOUSING BAFFLE IS IN PLACE REPLACE HOUSING COVER PROMPTLY FOLLOWING SERVICING TO AVOID FALSE ALARMS \—INSULATION (WHEN SPECIFIED) PLUG DISCHARGE TUBE \--NEOPRENE GASKET SMOKE DETECTOR HOUSING PROVIDE ACCESS FOR REMOVING SAMPLING TUBES. NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. NEW SMOKE DETECTOR TO BE FURNISHED BY ELECTRICAL (DIVISION 16) AND MOUNTED IN DUCTS BY MECHANICAL (DIVISION 15). 3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST DUCT DIMENSION. 4. WHERE DUCT ASPECT RATIO IS GREATER THAN 3 TO 1, INSTALL SAMPLING AND DISCHARGE TUBES IN THE LONG DIMENSION. 5. PROVIDE WITH WEATHERPROOF COVER FOR EXTERIOR MOUNTING WHERE REQUIRED. DUCT MOUNTED SMOKE DETECTOR DETAIL No Scale MAIN DUCT LOW VELOCITY BRANCH DUCT DETAIL Na Scale MINIMUM 4" I W I KI 5 ECCENTRIC TRANSITION CONCENTRIC TRANSITION 8 MAX = 30' 8 MAX = 45' DIVERGING, 60' CONVERGING (EXCEPT 45' IS PERMITTED AT ROUND TO FLAT OVAL) LOW VELOCITY DUCT TRANSITIONS PROVIDE DOUBLE THICKNESS VANES PER SMACNA DUCT CONSTRUCTION STANDARDS. VANE REQUIREMENTS FOR TRANSITION ELL VARY FROM EQUAL ELL. VANES SHALL BE UTILIZED IN ALL MITERED ELLS GREATER THAN 45. EQUAL IN = A I ` 11 R 2=X+Y EQUAL TYPICAL RECTANGULAR DUCT ELBOWS TYPICAL DUCT FITTING CONS No Scale TRANSITION TRANSITION TRUCTION (D 2"W x 16 GA. G90 GALV. STEEL O5 3/4" EYEBOLT TO BE A MINIMUM ANCHOR STRAP, AT EACH EYEBOLT OF 4" ABOVE ROOFING CANT. SEAL AROUND EYEBOLT WITH ALSAN Q 2" GALV. STEEL PLAIN 3/4" EYEBOLT FLASHING AND FABRIC (COVERING ASTM A489 RATED, W/ WASHER ON FENDER AND NEOPRENE WASHER). BOTH SIDES AND NUT. (TYP-2) THIS BOLT TO BE FACTORY INSTALLED ASSEMBLY TO BE ON EACH SIDE OF AND SHIP WITH CURB. EQUIPMENT AND CURB. BOLT TO BE MOUNTED PER MANUF. © RIGID INSULATION & CANT. STRIP RECOMMENDATIONS. BY G.C.C. O3 3/8" BRAIDED GALV. STRAP W/ 10" x 10" x 1 4' STEEL PLATE PLASTIC COATING. INSTALL WITH A /11 TYPICAL ELBOWS MANUAL VOLUME --- SEE DETAIL DAMPER (TYP.) \ r 1 r IN ��� Y X �, � 1 � .% X Y 20' MAX. EQUAL EQUAL MANUAL VOLUME DAMPER (TYP.) TYPICAL ELBOWS MANUAL VOLUME SEE DETAIL —� DAMPER (TYP.) X1 = Y1=W* Y X+Y TRANSITION MANUAL VOLUME DAMPER (TYP.) Tvnini n nnuir Y1=W* Y X+Y TYPICAL 90' RECTANGULAR TEES O9 ROOFTOP EQUIPMENT FRAMING 10 EXTEND CURB SLEEVE DOWN 6" — X BELOW ROOF STRUCTURAL SUPPORTS 11 ROOF -MOUNTED EQUIPMENT 12 #12-TEK SCREW THRU STRAP INTO 2" STAND-OFF EQUIPMENT BASE RAIL AT 6 O.C. W/LOCKING QUADRANT 13 GASKET 14 #12-TEK SCREW THRU SLEEVE INTO WOOD NAILER 6" O.C. H 15 PREFAB, INSULATED ROOF CURB 16 INSTALL SHIMS AS REQUIRED BELOW CURB TO LEVEL ROOFTOP EQUIPMENT 17 14 GA. CURB SLEEVE EXTEND 10" BELOW ROOF STRUCTURE. SLEEVE AND CURB TO BE ONE PIECE CONSTRUCTION. T"" #12-TEK SCREW THRU SLEEVE INTO STRUCTURAL FRAMING 6" O.C.KET SEAL 19 EYEBOLT TO BE MINIMUM OF 1" OFF AROUND PERIMETER OF CURB FACE FOR SEALING. NOTE: EQUIPMENT SHALL BE ANCHORED TO WITHSTAND MAX. WIND LOAD REQUIRED BY CODE. EIGHT TOTAL TIE DOWNS SHALL BE REQUIRED, TWO ON EACH CORNER OF THE FAN AND CURB. ALL HARDWARE TO BE HOT DIP GALVANIZED. THIS DETAIL APPLIES TO ALL ROOF MOUNTED EQUIPMENT. MINIMUM OF 6 SWAG ® 1/2"0 BOLTS, NUTS & WASHERS, ® FLASHING 24" O.C., MIN. (3) PER UNIT SIDE ROOF CURB ANCHORING & EQUIPMENT TIE -DOWN No Scale 3 NOTES: 1. USE RECTANGULAR TO ROUND BRANCH TAKEOFF FITTING FOR ALL DIFFUSER RUN -OUTS. 2. SPRAY PAINT ALL DAMPER HANDLES ORANGE. TRANSITION 1 GASKET SEAL WHERE ROD PENETRATES COLLAR DAMPER BLADE W/ CONTINUOUS ROD 1" WIDE FLANGE AROUND RECTANGULAR END RECTANGULAR DUCT WALL ORDER SIZE IT LENGTH W/ DAMPER "H" RECTANGULAR DUCT OPENING "A x B" MINIMUM RECTANGULAR DUCT HEIGHT 5" 13" 5"x9" 7" 6" 13" 5"x9" 7" 7" 13" 5"x11" 7" 8" 13" 6"x12' 8" 9" 13" 7"x13' 9" 10" 13" 8N14" 10" 12" 13" 10"x16" 12" 14" 13" 12"x 18" 14" 16" 13" 14"x20" 16" • MINIMUM 26 GAUGE, G-90 GALVANIZED STEEL • 1" WIDE MOUNTING FLANGE WITH DIE FORMED CORNER CLIPS • PRE -PUNCHED MOUNTING HOLES • ADHESIVE COATED GASKET • VOLUME DAMPER WITH 2" INSULATION BUILD -OUT AND LOCKING HAND QUADRANT • BASIS OF DESIGN: FLEXMASTER "STOD" BEVELED DIFFUSER TAKEOFF FITTING DETAIL 2 No Scale I.. _ _ _ __ __ _ _ _ __ _ __ _ _ _L - __ _ _.--I _ _ __ __.. _ _L. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW.tic-engineers.com Q © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 Cf� U_ 2 a ¢ IY (D w Of H U w U U) Of O w z LO CM M N co Ch LL N ca C+M Q r E 00 i- 0 co 7 0) > N Q N � N Lb M .f. T 00 cc W yCD V N C m a a� U_ a� C6 U 0 U y U -co C �cc ca k imp Ul C0 U) 0 Y Z U) J C0 J z O 2 � W a N N z Eric S. Call, P.E. Flor;�+�t`ei�s'� �50 •``l�,Q`.,•�C, E N SF �` • V ',•••. 0 No 6A7 do 10 / o STa Seal �' /O N P� This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: HVAC DETAILS PROJECT NO.: 50568.12 ISSUE DATE: 07.15.2011 DRAWN BY: CHECKED BY: ESC ESC SHEET NUMBER: M4ml _ L 1 I 1 11_ - -A-� i 1 L L _'I L I I 1 1I t �iU Iri _ - - - _ _ -- - - - _ 1 1 .� 2 CLEARANCE NOTE: CONTRACTOR TO VERIFY THICKNESS OF ROOF ASSEMBLY. 18" FOR CLEARANCE REQUIRED FROM BOTTOM OF SUPPORT RACK STRUCTURAL MEMBER TO TOP OF ROOF ASSEMBLY. IF ANY PIECE OF EQUIPMENT MOUNTED ON RACK EXCEEDS 36" IN THE LATERALLY MOUNTED DIMENSION, THE CLEARANCE NEEDS TO BE INCREASED TO 24". INSTALLATION TO BE IN COMPLIANCE WITH TABLE 1509.7 (FBC 2007) (TYP.) REFRIGERATION UNIT \4���� I �y�' I I � PAD (TYP.) BY A/C CONTRACTOR l000l loo, EXAMPLES : i loo, RUBBER VIBRATION PAD RP. 3 4 - 2 X2 RP. 3/8" - 2"X2" 1/4" X 3/4" GALVANIZED STEEL THUMBSCREW TIGHTEN WITH TORQUE WRENCH TO REFUSAL. 1-1/2" SCH 40 WALL NOTES: 1.) ALL CONSTRUCTION TO MEET ALUMINUM ASSOCIATION SPECS. 2.) VIBRATION INSULATOR PADS SHALL BE PROVIDED BY THE A/C CONTRACTOR SO AS NOT TO CAUSE VIBRATION TO EXISTING SUB -STRUCTURE. 3.) ALUMINUM EQUIPMENT STAND SUPPORTS AS MANUFACTURED BY AVCOA CORPORATION OF FORT LAUDERDALE, FLA. OR APPROVED EQUAL. STANDS SHALL PROVIDE 18" MINIMUM CLEARANCE AND SHALL BE SIZED AND INSTALLED ACCORDING TO THE MANUFACTURERS LOAD CHARTS AND PRINTED INSTALLATION DETAILS. CONTACT: (800) 266-7212 1-3/4" x 1-3/4" x 3/32" 1-5/16" GALV. STEEL BOLT & NUT. 11/2" x 11/2" x 1/8" 3" r " X 5PLATE (4) 1/2" HOLES I110I110101 CONDENSING UNIT SUPPORT DETAIL No Scale ❑IDC ni AI/D I-rvn NOTE: PROVIDE SPACING BETWEEN PIPING PER CODE. 111d1I:/111 RAIL SECTION (TYP.) 2-1 2" 3/1 3" 1 REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION CI ADJ. PITCH MOTOR SHEAVE MOTOR & DRIVES OUT OF AIRSTREAM MOTOR DOME RUBBER ISOLATOR ALL ALUMINUM WHEEL --,- HUB & HOUSING DISCHARGE DOME WITH BIRDSCREEN RUBBER GASKET BETWEEN — CURB AND FAN HOUSING 10" 1" LARGER ALL SIDES MI N. BACKDRAFT DAMPER AS SCHEDULED OR NOTED ON PLAN — EXHAUST AIR DUCT - TRANSITION AS NECESSARY FOR CONNECTION TO FAN ASSEMBLY — EXHAUST FAN I U.L. APPROVED DISCONNECT SWITCH UNDER HOOD CONT. BACKER ROD 1.5 TIMES LARGER THAN OPENING FAN CURB CAP PREFABRICATED INSULATED ROOF CURB SEE ARCHITECTURAL FOR ROOFING DETAILS \ `— RIGID INSULATION ROOF DECK DUCT CONNECTION SHALL BE AT FAN ASSEMBLY AND SHALL BE RIGID AND SEALED AIR TIGHT, TYPICAL 45° BRANCH CONNECTION SEE PLAN FOR RISER DUCT / BRANCH DUCT - SEE DIMENSIONS. PLAN FOR SIZE MANUAL DAMPER 1. CONTRACTOR SHALL PROVIDE FACTORY ROOF CURBS SIMILAR TO ABOVE. ROOF CURBS SHALL BE DESIGNED TO MEET THE SUPPORT REQUIREMENTS OF THE FAN WITH REGARD TO DIMENSIONS, ANCHORING POINTS, ROOF TYPE AND INSULATION, ETC. ROOF CURBS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO ORDERING. 2. ANCHOR FAN TO CURB W/ #12 SCREWS ® 10"4C (MIN. 2 PER SIDE). 3. ANCHOR CURB TO ROOF W/ Y4" BOLTS WITH FENDER WASHERS TOP AND BOTTOM. SPACE @ 10"OC (MIN. 2 PER SIDE). ROOFTOP CENTRIFUGAL FAN INSTALLATION DETAIL 2 No Scale %ULK M PMENT Large 24 GA. VANES NER TYPE 2 Double Vane VANE TIE ROD * SINGLE VANE SCHEDULE R (RADIUS) SP GAUGE 2 11/2" 24 SMALL (51 mm) (38 mm' (0.70 mm) 41/2" 31/4" 22 LARGE (114 mm) (83 mm) (0.85 mm) 26 GA. VANES NER TYPE 2 Small * MAXIMUM UNSUPPORTED VANE LENGTH SMALL SINGLE VANE 36" LARGE SINGLE VANE 36" SMALL DOUBLE VANE 48" LARGE DOUBLE VANE 72" NOTE: INSTALL VANES IN SECTIONS OR USE TIE RODS TO LIMIT THE UNBRACED VANE LENGTH. NOTES: 1. VANES SHALL BE SECURELY FASTENED TO RUNNERS. 2. ALL VANES SHALL BE SECURE AND STABLE IN INSTALLED OPERATING POSITION. METAL SCREWS 12" O.C. Vane Support nn ^A TAfI TAB 41/2" OR 7" 1/2 MIN. Runner Type 1 NOTE: SEE MECHANICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. RUNNER DUCT VANE T, SCREW OR D RUNNER TO DUCT 0,,I\EW EVERY 6TH VANE TO TAB PIPE SUPPORT ON ROOF 5 PIPE ROLLER SUPPORT g I TURNING VANES 1 No Scale No Scale No Scale Suite 1800 In255 S. Orange Avenue Orlando, Florida 32801 Phone: 407-841-9050 Fax: 407-425-7367 ENGINEERING FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 M o M m N M .� N tL N M Q00 VJ cc" O> co z CA � N Q � N N Lo C6 ++ r N 00 CID LU 0 U) N U r a Q C� cc ca _o " w > a� C6 U a� H U > a o H _ L cc CO —3 CU m� U CO co ~ w F o m z CIO W CID Q 3: 9 M6, Y Ul U) (!) O Y Z Q U) J C/) J_ z _ � o 2 w W IL N N Eric S��iCVpull, P.E. Flo; `do -' cep 'P J4750 `�`�Q►tiG G E N �'• ���`� t4o 6475 �';• STATE 3 • Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: HVAC DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DWN ESC SHEET NUMBER M41 I 1 II 11 1 1 1 1 1I ,"1 II 11191i119'IP9 IIIII A� IvlP I''.I II I' 11101111 III" I1' 1'1111 1 I 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com O Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 STRAP HANGERS TRAPEZE HANGERS FLITER/DRYER STRAP OR HANGER ANGLE ROD SIGHT GLASS (TX STRAPS VALVE SYSTEMS ONLY) 60" MAX �-PUNLESS LACED FOOT UNDEROF STRAP IS BOTTOM REINFORCEMENT SLOPE LIQUID & SUCTION SCREWS LINES DOWN TOWARDS OUTDOOR UNIT _ _ _ _ SIZE BOLT(S) FOR LOAD OUTDOOR UNIT SCREWS MAY BE OMITTED 1 " MIN. IF HANGER LOOPS I All PIPING CURB STRAP STRAP LIQUID LINE HANGER ROD STRAP LOAD RATED ANGLE FASTENERS THERMAL EXPANSION DEVICE d---SUCTION LINE, INSULATE CHANNEL LOAD WITH 1 " ARMAFLEX RATED DISTRIBUTOR OR APPROVED EQUAL FASTENER BAND OF SAME SIZE AS HANGER STRAP CHANNEL SUCTION TRAP ROD NOTES 1. FOR UNITS EQUIPPED WITH UNLOADING 36" DIA. MAX. 24" DIA. MAX. CONDENSATE DRAIN. TYPE COMPRESSORS USE A DOUBLE -SUCTION SEE DETAIL THIS RISER SIZED IN ACCORDANCE WITH HANGERS MUST NOT DEFORM DUCT SHAPE ALTERNATE LOCATION SHEET. MANUFACTURES INSTRUCTIONS. (VERIFY UPPER TRAPEZE II 2. PROVIDE OPERATION AND MAINTENANCE LOAD CAPACITY) II NUTS CLEARANCES AROUND ALL EQUIPMENT AS HANGER RODS SPECIFIED BY THE MANUFACTURER. OR STRAPS II 3. OUTDOOR UNIT SHALL BE EQUIPPED WITH INDOOR COIL ISOLATION VALVES. BAND ONE 4. PIPE PER MFR'S RECOMMENDATIONS. HALF -ROUND ANGLES MAY BE USED REFRIGERANT PIPING ISOMETRIC IF DUCT SHAPE REINFORCEMENT MAY BE USED FOR ATTACHMENT IF IT IS MAINTAINED QUALIFIES FOR BOTH DUTIES. N S 1 4 DO NOT EXCEED ALLOWABLE LOAD LIMITS RECTANGULAR DUCT HANGER SCHEDULE MAX. HALF PAIR AT 1OFT SPACING PAIR AT 8FT SPACING PAIR AT 5FT SPACING PAIR AT 4FT SPACING OF DUCT STRAP ROD STRAP ROD STRAP ROD STRAP ROD PERIMETER P/2=30" 1 %22 GA 1 /4" 1 %22 GA 1 /4" 1 %22 GA 1 /4" 1 %22 GA 1 /4" P/2=72" 1 %18 GA 3/8" 1 %20 GA 1 /4" 1 %22 GA 1 /4" 1 "x22 GA 1 /4" P/2=96" 1%16 GA 3/8" 1"x18 GA 3/8" 1%20 GA 3/8" 1%22 GA 1/4" P/2=120" 1.5" x16 GA 1/2" 1 %16 GA 3/8" 1 %18 GA 3/8" 1 "x20 GA 1 /4" P/2=168" 1.5%16 GA 1/2" 1.5%16 GA 1/2" 1 "x 16 GA 3/8" 1 "x18 GA 3/8" P/2=192" N/A 1/2" 1.5"x16 GA 1/2" 1%16 GA 3/8" 1"x16 GA 3/8" P/2>192" SPECIAL ANALYSIS REQUIRED NOTES: 1. SCHEDULE CREATED FROM SMACNA "HVAC DUCT CONSTRUCTION STANDARDS", SECOND EDITION - 1995. SMACNA REQUIREMENTS GOVERN. 2. TABLE ALLOWS FOR TYPICAL DUCT WEIGHT WITH NORMAL REINFORCEMENT AND JOINTS, 1 LB/SF INSULATION WEIGHT, AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS. IF HEAVIER DUCTS ARE TO BE INSTALLED (SUCH AS DOUBLE -WALL OR DENSE INSULATIONS), ADJUST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS. 3. STRAPS ARE TO BE GALVANIZED STEEL. 4. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA MAX., EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W) IS OVER 60", THEN P/2 MAX. IS 1.25W. 5. WIRE IS NOT AN APPROVED HANGER. 6. STRAP AND ROD SIZES ARE MINIMUM ALLOWABLE. 7. FOR UPPER ATTACHMENTS, LOWER ATTACHMENTS, TRAPEZE SIZES, AND ROD/STRAP ALLOWABLE LOADS, SEE SMACNA MANUAL. ROUND DUCT HANGER SCHEDULE DIAMETER MAX. SPACING ROD STRAP 10" & DN 12' 1 /4" 1 " x 22" GA. 11 "-18" 12' 1 /4" 1 " x 22" GA. 19 "- 24" 12' 1 /4" 1 " x 22" GA. 25"-36" 12' 3/8" 1 " x 20" GA. 37"-50" 12' TWO(2) 3/8" TWO(2) 1" x 20 GA. 51" 60" 12' TWO(2) 3/8" TWO(2) 1" x 18 GA. 61"-84" 12' TWO(2) 3/8" 1 TWO(2) 1" x 16 GA. NOTES: 1. SCHEDULE CREATED FROM SMACNA "HVAC DUCT CONSTRUCTION STANDARDS", SECOND EDITION - 1995. 2. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINT SYSTEMS PLUS 1 LB/SF INSULATION WEIGHT. IF HEAVIER DUCTS ARE TO BE INSTALLED, ADJUST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS. 3. HANGER SPACING MAY BE ADJUSTED BY SPECIAL ANALYSIS. 4. STRAPS ARE TO BE GALVANIZED STEEL. WIRE IS NOT AN APPROVED HANGER. 5. STRAP AND ROD SIZES ARE MINIMUM ALLOWABLE. 6. FOR UPPER ATTACHMENTS LOWER ATTACHMENTS, TRAPEZE SIZES AND ROD STRAP ALLOWABLE LOADS SEE SMACNA MANUAL. o ca e LOWER HANGER ATTACHMENTS 1 No Scale RETAINING ANGLES 11/2"x 11/2% 1/8" MIN. ALL SIDES (SEE NOTE #2) FIRE RESISTIVE MATERIAL (TYP.) CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL EQUIPMENT: MANUFACTURER OR FIELD FABRICATED u STEEL SLEEVE 16 GA. MIN. JflAnn WIDTH OF MECH UNIT: INCH ABOVE SURFACE: �`----_ NOTES: CAULKING (TYP. OF 2) <24 14 H = SUCTION PRESSURE+1" (MINIMUM 4") NOTE #5 0 24<36 36<48 24 J = (1/2)xH (MINIMUM 2") DUCT MOUNTED SMOKE DETECTOR 165'F FUSIBLE LINK TO BE INSTALLED WITHIN 5'-0" OF 48<60 30 o DAMPER PER MANUFACTURER'S >60 48 CLEANOUT PLUG WRAPPED SHEET METAL DUCT RECOMMENDATIONS, WITH NO AIR CONNECTION INLETS OR OUTLETS BETWEEN THE DRAIN PAN SHALL BE DETECTOR AND THE DAMPER. I SPED FOR PROPER INSULATED — JDRO AINAGE. DUCTWORK ON RO ROOFTOP A/C UNIT U.L. (555S) LABELED FIRE/SMOKE DAMPER, SECURE TO SLEEVE W/PVC JACI TEE NION SEE SLOPE DOWN TO FLOOR KET, X.CLEARANCE 1/s" PER LINEAR SPECIFICATIONS H" DRAIN, DRYWELL, OR NOTE #1 FOOT BOTH DIMENSIONS. 1 MIN. GRADE AIR HANDLING UNIT PLAIN "S" SLIP (TYP.) BREAK -AWAY CONNECTION DUCT WRAP W/VAPOR _ , —ELBOW �-ELEVATE UNIT TO HEIGHT REQUIRED (TYP.) FOR PROPER TRAP DEPTH. BARRIER (TYP.) MOUNTING ANGLE 1" MIN. OVERLAP ALL SIDES. CLOSURE TAPE DUCT LINE J„ a q d 6" MAX. METAL STUD CONSTRUCTION MIN. ° 4 /� G u a NOTES: ROOF DEC ° 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: a © MIN. 6" CONCRETE � DUCT WIDTH DOOR SIZE FLOOR - a HOUSEKEEPING PAD. 10" THRU 12" 8" x 8" 14" THRU 20" 12" x 12" 22" AND ABOVE 18" x 18" NOTE: MANUALLY FILL TRAP PRIOR TO UNIT START UP. 2. 11/2" x 11/2" x 1/8" RETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & SEE TABLE SEE TABLE COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. 3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION. 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. 5. ACTUATOR TO BE MOUNTED ON OUTSIDE OF DAMPER SLEEVE ON ACCESIBLE SIDE. ACTUATOR SHALL NOT INTERFERE WITH "S" JOINT. ACTUATOR ASSEMBLY TO BE U.L. LABELED. 6. VERIFY THAT ACCESS IS PROVIDED ON THE ACTUATOR SIDE OF THE WALL/FLOOR SO THAT THE LINK MAY BE SERVICED WITH THE DAMPER IN CLOSED POSITION. FIRE & SMOKE DAMPER INSTALLATION RTU AND EXTERIOR DUCTWORK DETAIL DRAW-THRU AHU CONDENSATE DETAIL n No Scale No Scale No Scale 2 Y_ Ln U) U) 0 Y 0 Z Q W J U) J z 0 0 o 2 } W a N N Eric S. Cepull, P.E. Flogs MP°4P4750 Q,N.• •GE.NS • 0 • 140 6 • S1ATE • .� ••......•• Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 M ■Ilra � ■ems M ■M NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: HVAC DETAILS PROJECT NO.: 50568.12 ISSUE DATE: 07.15.2011 DRAWN BY: ESC CHECKED BY ESC SHEET NUMBER M43 _. - I - - --_ If L -. __ a ! i] IL 1-L 255 S. Orange Avenue Suite 1600 Orlando, Florida 3280 PLUMBING FIXTURE SCHEDULE PLUMBING SYMBOL LEGEND PLUMBING ABBREVIATIONS Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW.tic-engineers.com ©Copyright 2011 TLC Engineering for Architecture, SYMBOL DESCRIPTION SYMBOL DESCRIPTION - - - - - - AV - - - - - - - ACID VENT AFF - ABOVE FINISH FLOOR WC-1 FLOOR MOUNTED ACCESSIBLE WATER CLOSET FD 1 FLOOR DRAIN EB #0000015 TLC NO:110045 16-1/2" HIGH, VITREOUS CHINA, 1.1 GALLON, FLOOR MOUNTED TANK WATER CLOSET, STAINLESS STEEL BODY WITH BOTTOM OUTLET, 6" ROUND TOP, TAPPED FOR TRAP PRIMER AW - ACID WASTE AW AV - ACID WASTE SIPHON JET. CONNECTION, VANDAL PROOF. ---- AW---- - BELOW GROUND ACID WASTE CA -ACID VENT - COMPRESSED AIR SEAT SHALL BE COMMERCIAL SOLID ELONGATED PLASTIC WITH STAINLESS STEEL SELF BASIS OF DESIGN CD - ABOVE GROUND CONDENSATE DRAIN CD - CONDENSATE DRAIN GENERAL NOTES SUSTAINING CHECK HINGE, OPEN FRONT LESS COVER. ZURN - Z415 ---- CD---- - BELOW GROUND CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR 1/2" COMPRESSION X 1/2" OD CHROME PLATED ANGLE SUPPLY STOP WITH CHROME CA -COMPRESSED AIR CO - CLEANOUT PLATED 12" FLEXIBLE RISER AND ESCUTCHEON. RD 1 ROOF DRAIN -CONTINUATION _CONT - -DOMESTIC COLD WATER CW - DOMESTIC COLD WATER NOTE: FLUSH HANDLE SHALL FACE WIDE SIDE OF STALL. MAIN ROOF DRAIN, COATED CAST IRON BODY WITH EXTENSION, ROOF SUMP RECEIVER AND -- - DOMESTIC HOT WATER DN - DOWN 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. BASIS OF DESIGN UNDER DECK CLAMP. DRAIN SHALL HAVE COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL STOP AND GALVANIZED CAST IRON DOME.--- - DOMESTIC HOT WATER RECIRCULATING DNZ - DOWNSPOUT NOZZLE 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. G -GAS DWG -DRAWING CHINA - KOHLER - K-3519 BASIS OF DESIGN EXIST - EXISTING 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SEAT - CHURCH - 3155C GR - KITCHEN WASTE (GREASE) EWH - ELECTRIC WATER HEATER SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS SUPPLY - MCGUIRE - H2169 ZURN - Z100 `F PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON S --- - ABOVE GROUND SANITARY -DEGREE FAHRENHEIT DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS L-1 ACCESSIBLE WALL HUNG LAVATORY STO 1 OVERFLOW ROOF DRAIN --- - S ---- -BELOW GROUND SANITARY FCO - FLOOR CLEANOUT DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. FD -FLOOR DRAIN VITREOUS CHINA LAVATORY, 201/2" X 181/4", PUNCHED FOR SINGLE HOLE FITTING AND MAIN ROOF DRAIN, COATED CAST IRON BODY WITH EXTENSION, ROOF SUMP RECEIVER AND - - - - - - - - - - - - - - SANITARY VENT FS - FLOOR SINK 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, CONCEALED ARM CARRIER SUPPORT. UNDER DECK CLAMP. DRAIN SHALL HAVE COMBINATION MEMBRANE FLASHING ST - ABOVE GROUND STORM G - GAS WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF CLAMP/GRAVEL STOP AND GALVANIZED CAST IRON DOME. THE NEW WORK. PRE -INSULATED CHROME PLATED WHEELCHAIR LAVATORY STRAINER, CAST GRID DRAIN PLUG ---- ST ---- - BELOW GROUND STORM GPH - GALLONS PER HOUR WITH STRAINER AND OFFSET DRAIN ASSEMBLY WITH 1-1/4 INCH O.D. TAILPIECE, CHROME BASIS OF DESIGN GPM - GALLONS PER MINUTE 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR INTERRUPTING EXISTING SERVICE. PLATED 17 GAUGE 1-1/4 X 1-1/2" BRASS P-TRAP WITH CLEANOUT. STO -OVERFLOW STORM DRAIN GR - KITCHEN WASTE (GREASE) SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. ZURN - Z100-89 ---- STO --- -BELOW GROUND OVERFLOW STORM SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HB -HOSE BIBB HOURS.. INSTALL SLOAN THERMOSTATIC TEMPERING VALVE MOD: MX-75-A BELOW LAVATORY SET AT M -WATER METER HD -HUB DRAIN MAXIMUM 105'. GO CLEANOUTS �i-C HWR - DOMESTIC HOT WATER RECIRCULATING 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS - HOSE BIBB OR WALL HYDRANT NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY PRE -INSULATED 1/2" COMPRESSION X 3/8 INCH COMPRESSION CHROME PLATED ANGLE GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE COI -CLEAN OUT PLUG IE - INVERT ELEVATION ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. FLANGE WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. CLEANOUT CAN BE IW -INDIRECT WASTE MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS ADJUSTED TO FINISH FLOOR LEVEL AFTER CONCRETE HAS SET. CO 1 0 - WALL CLEANOUT KW - KILOWATT AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. FULLY ADJUSTABLE LAVATORY CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE SPECS. CO FLOOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP -FLOOR CLEAN OUT LBS -POUNDS 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. BASIS OF DESIGN FD W FD ®C - FLOOR DRAIN MH - MANHOLE CARPETED FLOORHEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR CARPET. ��� NC - NORMALLY CLOSED 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL CHINA - AMERICAN STANDARD - LUCERNE - 0356.421 - ROOF DRAIN NO - NOT CONTRACT ROOMS OF AS SPECIFICALLY NOTED. FAUCET - SLOAN OPTIMA - EAF 200-P-1SM-1C-4 TILE FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR TILE. FS � -FLOOR SINK STRAINER/TRAP/STOPS - MCGUIRE - 2125WC NO A -NORMALLY OPEN 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE CARRIER - ZURN ZR-1200 SERIES EXTERIOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP. PROVIDE WITH 18 X 4 - SHUT-OFF VALVE IN VALVE BOX NTS - NOT TO SCALE NON -ACCESSIBLE CEILINGS. THICK CONCRETE COLLAR, SEE DETAIL. - SHUTOFF VALVE OD -OUTSIDE DIAMETER S-1 SINK WALL: CAST IRON CLEANOUT TEE, CADMIUM PLATED CAST IRON COUNTERSUNK PLUG, - BALL VALVE PRV - PRESSURE REDUCING VALVE 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR SINGLE COMPARTMENT SELF RIMMING ADA SINK CONSTRUCTED OF TYPE 304 SMOOTH SQUARE NICKEL BRONZE WALL ACCESS COVER AND FRAME. PSI - POUNDS PER SQUARE INCH EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS �� �> �� 18 STAINLESS STEEL 19 X 18 X 6-1/2 DEEP. INTERIOR AND TOP -CALIBRATED BALANCING VALVE PVC - POLYVINYL CHLORIDE PIPE FOR FINAL FINISHES. SURFACES SHALL BE POLISHED TO A HIGH LUSTER FINISH. PROVIDE SINK WITH CRUMB BASIS OF DESIGN - CHECK VALVE (SWING) RD - ROOF DRAIN CUP STRAINER. -PRESSURE REDUCING VALVE RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. FLOOR- ZURN - Z1400 8 CHROME PLATED BRASS FAUCET, VANDAL RESISTANT 2.2 GPM FLOW REGULATOR, SINGLE CARPETED FLOOR - ZURN - ZN-1405-4 '' - SOLENOID OPERATED VALVE SAN - SANITARY 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH LEVER HANDLE AND 8" SPOUT WITH AREATOR. TILE FLOOR - ZURN - ZN-1405-4 SD - STORM DRAIN ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER, EXTERIOR FLOOR - ZURN - ZN-1440 W ACCESS COVER Z1475 / �ry -REDUCED PRESSURE BACKFLOW PREVENTER SF -SQUARE FEET INSTALL SLOAN THERMOSTATIC TEMPERING VALVE MOD: MX-75-A BELOW SINK SET AT WALL - ZURN - Z1441 SH -SHEET 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE MAXIMUM 105'. -RELIEF OR SAFETY VALVE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. ST - STORM 1/2" COMPRESSION X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH TP-1 AUTOMATIC TRAP PRIMER VALVE - GAS COCK STO - OVERFLOW STORM DRAIN 14, SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. -GAS PRESSURE REGULATOR W/TPC -WITH TRAP PRIMER CONNECTION MACHINED OF CORROSION RESISTANT BRASS SHALL NOT CONTAIN SPRINGS OR DIAPHRAMS, I..� -SHUTOFF VALVE ON RISER V -VENT 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. CHROME PLATED 17 GAUGE 1-1/2" X 1-1/2" OFFSET P-TRAP WITH CLEANOUT. "0" RING SEALS TESTED FOR RELIABILITY BETWEEN -40 TO F. INLET OPENING SHALL VAC - VACUUM BE E 1/2-INCH MALE NPT, OUTLET SHALL BE 1/2-INCH FEMALE NPT. � -GAS COCK ON RISER 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, BASIS OF DESIGN VTR - VENT THRU ROOF DEVICES, APPLIANCES AND APPARATUS. TRAP PRIMER OPERATES VIA LINE PRESSURE DROP AND DOES NOT NEED TO BE PLACED I - CONNECTION, TOP WCO - WALL CLEANOUT SINK - ELKAY - LRAD1915 NEAR A FIXTURE. Y - CONNECTION, BOTTOM WTR - WATER 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. FAUCET - ELKAY - 41394RS SUPPLIES - MCGUIRE - 2165CC BASIS OF DESIGN 0 - ELBOW, TURNED DOWN 18. MOUNT HOSE BIBBS 18" ABOVE FINISHED GRADE. TRAP - MCGUIRE - 1000 WC / 8912 PRECISION PLUMBING PRODUCTS - ELBOW, TURNED UP 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL MS-1 MOP SINK - TEE, TURNED UP CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. HB 1 HOSE BIBB - TEE, TURNED DOWN 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR MOUNTED STAINLESS STEEL 24" X 24" X 12", DRAIN BODY SHALL BE 16 GAUGE C - CAP FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. STAINLESS STEEL CAST INTEGRAL, AND SHALL PROVIDE FOR A CAULKED LEAD CONNECTION EXPOSED BRASS HOSE BIBB WITH POLISHED CHROME FINISH, VANDAL PROOF VACUUM AND NOT LESS THAN 1" DEEP TO A 3" PIPE. PROVIDE WITH STAINLESS STEEL WALL BREAKER BACK FLOW PREVENTER, 3/4" FEMALE PIPE THREAD CONNECTION AND LOOSE - DIRECTION OF FLOW 21, COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) GUARD. KEY HANDLE. �- - CONNECT TO EXISTING PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE SERVICE FAUCET SHALL BE CHROME PLATED WITH RENEWABLE SEATS IN MONEL, VACUUM BASIS OF DESIGN - DEMOLISH TO POINT INDICATED RE-ROUTED AT NO ADDITIONAL COST. BREAKER, INTEGRAL STOPS, ADJUSTABLE WALL BRACE, PAIL HOOK, AND 3/4" HOSE THREAD ON SPOUT. WOODFORD - RHY1-MS N -REVISION REFERENCE 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER - DETAIL REFERENCE: TOP -DETAIL#, DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE 30" HOSE WITH 3/4" CHROME COUPLING AND WALL BRACKET. PROVIDE ELKAY EFS8P25 SA 1 SHOCK ARRESTER p-1 BOTTOM -DRAWING# SHOWN ON FIXTURE. (2) WALL MOUNTED BACK AND SIDE STAINLESS STEEL SIDE PANELS. (REFER TO ARCHITECTURAL ROOM FOR ELEVATIONS ) PISTON OPERATED, TYPE 1" COPPER BARREL WITH BRASS THREADED ADAPTOR. ALL JOINTS 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL SHALL BE MADE WITH 95-5 LEAD FREE SOLDER. THE PISTON SHALL BE EQUIPPED WITH CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, BASIS OF DESIGN TWO (2) "0" RINGS TO PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS PRE -LOAD AIR CHARGE. ARRESTORS MAY BE INSTALLED IN VERTICAL AND HORIZONTAL CONTRACTOR OR FURNISHED BY OTHERS. SINK - ELKAY - EFS2523C POSITION. DRAIN - ELKAY - LK43 24. ALL CONDENSATE PIPING TO BE TYPE "L" COPPER. FAUCET - ELKAY - 401B HOSE - ELKAY - 402 THE ARRESTOR SHALL BE FULLY GUARANTEED FOR ENTIRE SYSTEM LIFE. STATION MOP HANGER - ELKAY - 403 NOTE: HOSE HANGER -ELKAY - 404 PLUMBING DRAWING INDEX SHOCK ARRESTORS SHALL BE PROVIDED AT ALL FIXTURES AND BATTERIES OF FIXTURES EWC-1 ACCESSIBLE ELECTRIC WATER COOLER WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS. SHEET DESCRIPTION ISSUED TYPE 304 STAINLESSS STEEL WITH DUAL HEIGHT RECEPTOR, WITH FRONT PUSH PADS, BASIS OF DESIGN FLEXIBLE ANTI -MICROBIAL SAFETY BUBBLERS. PO.1 SYMBOLS, LEGEND, GENERAL NOTES & SHEET INDEX Yes CHROME PLATED 17 GAUGE 1-1/4 X 1-1/2 BRASS P-TRAP WITH CLEANOUT. SOUR CHEF - #660 SERIES PISTON TYPE P1.0 SITE PLAN -PLUMBING Yes P2.0 FLOOR PLAN - SANITARY Yes 3/8 INCH I.P.S. CHROME PLATED SUPPLY WITH LOOSE KEY STRAIGHT STOP AND WALL P3.0 FLOOR PLAN - DOMESTIC WATER Yes FLANGE. P4.0 ROOF PLAN - PLUMBING Yes BASIS OF DESIGN P5.0 RISERS Yes P6.0 DETAILS Yes FOUNTAIN - ELKAY - EZSTLBC NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT P7.0 DETAILS Yes TRAP - MCGUIRE - 8902 SUPPLY - MCGUIRE 158LK P8.0 DETAILS Yes WH-1 WALL HYDRANT FREEZE PROOF, POLISHED BRONZE CASING, VACUUM BREAKER, ALL BRONZE INTERIOR PARTS AND NON TURNING OPERATING ROD WITH FREE FLOATING COMPRESSION CLOSURE VALVE WITH CHROME FINISH AND OPERATING KEY. BASIS OF DESIGN WOODFORD - B65 PB (MOUNT 18" ABOVE GRADE) OB-1 ICE MAKER SUPPLY BOX PROVIDE 11" X 9" RECESSED SUPPLY BOX WITH WALL FLANGE, MANUFACTURED FROM MINIMUM 16 GAUGE STEEL WITH EPDXY FINISH. FURNISH WITH 1/2" X 1/4" COMPRESSION ANGLE VALVE. BASIS OF DESIGN GUY GREY - MODEL BIM875 PLUMBING FIXTURE CONNECTION SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC-1 WATER CLOSET 4" 2" 1/2" -- FLUSH TANK - ADA APPROVED L-1 WALL -HUNG LAVATORY 2" 1-1/2" 1/2" 1/2" ADA APPROVED S-1 SINK 2" 1-1/2" 1/2" 1/2" MS-1 MOP SINK 3" 2" 1/2" 1/2- FD-1 FLOOR DRAIN 3" 3" -- -- WITH TRAP PRIMER EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1/2" -- WCO WALL CLEANOUT 4" -- -- -- WH-1 WALL HYDRANT -- -- 3/4" -- 18" ABOVE GRADE ELECTRIC WATER HEATER SCHEDULE] MARK EWH-1 KW 3.0 KW PER ELEMENT 3.0 NUMBER OF ELEMENTS 1 ELEMENT OPERATION SIM RECOVERY (GPH)@60'F 20 STORAGE(GALLONS) 19 STORAGE TEMP('F) - SIZE(D"xH") (18"x25") VOLTS/PHASE/HERTZ 208/1/60 OPERATING WEIGHT(LBS) 180 MANUFACTURER LOCHINVAR MODEL NUMBER JRCO20K WATER HAMMER ARRESTER SCHEDULE MARK P.D.I. SIZE CONN. SIZE O A (1-11 F.U.) 1/2" © B (12-32 F.U.) 3/4" © C (33-60 F.U.) 1" O C (61-113 F.U.) 1-1/4" * PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201 U) U ¢ Of 0 w H U w U of O w I- z IMF tn U) Y O Y 0 Z Q J 0 J z z 0 _ 0� W a ,I N N Eric S. Cepull, P.E. Flori� %0_9mllf%464750 tir : No 0; w STA , • Q Seal 4NII 111,1111% This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: SYMBOL LEGEND AND DRAWING INDEX PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DEP ESC SHEET NUMBER: Posi i 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com Q © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC N0:110045 QD U� Q 0 MILIL NEF Y_ Ul U) C0 O Y Z Q (n J rn J Z (Y � O tY W EL N N Eric S. Cepull, P.E. FIoridq •%Wg 44,#444750 I No TA OF fJ 4 ♦ kX Seal �,1OWZ This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: SITE PLAN - PLUMBING PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DEP ESC SHEET NUMBER: Pi 00 SITE PLAN - PLUMBING SCALE 1 11 - 201_011 1 _. - - - i 1__. i I I I- I - - - - -. - I. 1 1' 1' I li sL'L fl—01 � [� , I III I� I 1 __-- c0 �B J FOR CONTINUATION SEE CIVIL PLANS GC( 6" Z 4 (40 INV EL. -1'-0' CE \T FOR CONTINUATION SEE CIVIL PLANS E 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 N G I N 8 E R 1 N G Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 �J 1 DN F) I I I /---, IGCO } STORM(IE=-1'-0"), )R CONTINUATION EE CIVIL PLANS SPOUT NOZZLE RAIL DN SF) FLOOR PLAN - SANITARY SCALE 1 0 1 f, CD ce) Cfl CN M , IL N Cd r CL W i` a t6 ll E. I C`) CN Nil CV nl Q CN ' k N : LID co00 1 Co ' LU F- O U r' Q< � cc CO o ,ry M W a) D of LLI !� Y } = C6 U E E t co Cz U) c E U) Co m �' CL W H N co CO Q a NIL 6; 1 a� ^' 1 ' a � t � ) 'n U41 %'I a V) 3 f P li! ' 1 i w,4"t J_ z _ 0' 0�#a 0 ' ' - Yt W OL s Y N N tip ati ip. ., yr Eric S. Ce ull, P.E. FI o r1 lcl+'L" `4s 4750 �. s aa�•••N•••••••,� ICI ♦�, t; •�tCEIVis • •� ��� lob�Ir No op • ,p. STATE 0F !.• C>' • ..c • P• .�, .•yam .©R Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in- ', whole or in part. It is not to be used on any other project } and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction i processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006� b. r i� AIN �'F r iJ .k , Ak ti n: •� r —?4ii lr- A NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: FLOOR PLAN SANITARY 2-- PROJECT NO.: ISSUE DATE: 4 50568.12 07.15.2011 F � ; g } v f x!, DRAWN BY: CHECKED BY: DEP ESC'' SHEET NUMBER: P2mO (t �' t_ 1Li- - OA BET (ABOVE �4"HW&CW DN 1 (ABOVE MOP SII` 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic- engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 CA U 2 Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 W [' u7 CO coo v C) M N cM U- N ns M a— aD M ILL 0) Co 7 Cn > N Q M � N C'M co Co W 0 N m c -o to `o N 0- N Cn U m U 0 V) �U C N L L i'6 c � co U E Co M Q in 1= U H >_ 0 c3 rn c L a� Y Ln. U) i =&' Y 0 Z Q (n J U) J z 0 C) W = a N N Eric S. Cepull, P.E. Florid* y�6��mza#4 t4750 F�►�G•a$ S. ♦ � a fi Iw *:. No w � a •� r +*• p • `STATE O�► +` �l •A 0 •• Q a• ,t Seal ,���I MAl Design, Inc. and is not to be reproduced or copied in Q 4 whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: FLOOR PLAN - DOMESTIC WATER PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DEP ESC SHEET NUMBER P10 FLOOR PLAN - DOMESTIC WATER SCALE 1 0 I lllrlii�l� 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC N0:110045 I i i ----- ------ .y I I I I j � I cO I i � I I I I � i I J III \ I I / \ I � I \ I \ h I — �— - I u') cM co N fn C') M IL N ca M aCID F- u' a) cY) � rn > N Q C7 N � N L2 Z to 00 td LU F- O C/) N U T 2 d Q C 7 ca c -a � o aD 0-- > LU Uj F— U v o W N Y H Co 2 co U(Y E: Q CO cow CO .� Q m W ~ o F- � L tC to cc Q iMIL imp Y_ Ul C/) (n O Y Z Q J J_ co z 2 �° o W d N N Eric S. Cepull, P.E. Floridi,,Wmm,64750 S. • t,i C e �.J,• r Seal � �0 IVA L� a��e This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: ROOF PLAN - PLUMBING PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DEP ESC SHEET NUMBER P4mO (ROOF FLAN - PLUMBING SCALE 1-01' L 1 L 1 P 1.11.I 1.1 , 1 ,1 , — z1 4" RD-1 I (1640 SF) � CO 4„ S 4" ST ROOF 4" STO-1 (1640 SF) �p C01 S ROOF 4" ST 4" RD-1 (570 SF) ROOF 4" ST 4" J J' 11 I 4" RD-1 (1130 SF) 4 ST ROOF 6" RWL DN (1700 SF) FLOOR / GCO // / / FOR CONTINUATION SEE CIVIL PLANS STORM DRAIN RISER N.T.S. I IV X I 4'v �\ I I \� 3"V <\ \ I \ 4„ 2" S V / \ GCO 4 L-1 3 \ \> " 3" FOR CONTINUATION �4 �/� 4» SEE CIVIL PLANS S <\2" 2 2„ 4 i�� / < N. 2„ " 2„ \ \ �> 2 4„ FCO ?� �3- J)T I III MS-1 �S./�3„ FD-1 `I 3 DN SF) DOWNSPOUT NOZZLE �- GCO FOR CONTINUATION SEE CIVIL PLANS SANITARY RISER N.T.S. I 3/ » 4 1/2„ WH-1 \WC-1 1/2„ L-1 3/4" I I � \ 1/2» ROOF ,2„ a 1 � 1 „ \� �3/4 » I 1/2" � 1/2» ` � I TP-1 1/2» O A 1/2 1/2„ I EWC-1 � 1/2 I ` S-1 1 OB 1 3, „ 4 ` DOMESTIC WATER RISER N.T.S. V 1"CW SUPPLY GATE VALVE IN VALVE BOX MAIN BUILDING SHUT-OFF VALVE FLOOR FOR CONTINUATION SEE CIVIL PLANS to255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 C/! U a C� w U LU U Q Cn Of O it LU F- z LO M CD co M N co Ch LL N ' M n00 a> co �rn > N Q Ch .0 CV LO C*) N 00 m w 1- 0 N T a as C m g a) LL. iC/i U m 0 0 U CU C m tL C c Ca Qm E U Ca o 0 M m u Q � Cn z O O U a W N Eric S. Cepull, P.E. F l o �i►�+L+fi�, 6 475 0 C It ��`� �,PtC'.. •.:. �,i�� +ice ram* *i ♦ IV 'w :0•�.� tq�F Seal 'oQNAL1111 ENG� This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: RISERS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DEP ESC SHEET NUMBER: P500 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc EB #0000015 TLC NO:110045 ® ® MOP HANGER SPOUT BRACE SPOUT WITH HOSE END & PAILHOOK SCORIATED CLEANOUT COVER / EXTERIOR WALL 18"x18"x4" THICK (ZURN - Z-1475) HOSE BRACKET CHROME PLATED � 0 SERVICE FAUCET WITH CONCRETE COLLAR STORM, SEE PLANS FOR SIZE VACUUM BREAKER IN AREAS W/NO SLAB 30" HOSE CLEANOUT PLUG DOWNSPOUT NOZZLE (ZURN Z199) STAINLESS STEEL SPLASH BLOCK SIDE PANELS WALL STRUCTURE GRADE 24" X 24" X 12" DRAIN COMBINATION WYE - / ONE PIECE TERRAllO STONE s "' & 1/8TH BEND ^CO CORNER BASIN I— IIII— II II�III- da.d a 9a. n ca c 3" DIA. P-TRAP EXTERIOR 2 WAY CLEANOUT No Scale OVERFLOW DISCHARGE DETAIL 3 MOP SINK DETAIL No Scale No Scale No Scale STO-1 RD-1 OVERFLOW ROOF DRAIN ROOF DRAIN N PROVIDE FURRED -OUT CHASE IN -- --- FINISHED AREAS. PROVIDE ISOLATION VALVE IN BRANCH �4" TYPE L COPPER PIPE ROOF ASSEMBLY, SEE FINISHED WALL SURFACE ARCHITECTURAL DRAWINGS I EXTERIOR CONCRETE BLOCK WALL PIPE HANGER FOR DETAILS STORM DRAIN(ST) ALL BRASS, 3/4" ANGLE HOSE VALVE, ! ROUGH CHROMIUM PLATED, FLANGED, TEST TEE SEE PLAN FOR SIZE & CONT. LOCKSHIELD, REMOVABLE KEY HANDLE, OVERFLOW STORM DRAIN (STO) I WITH VACUUM BREAKER. I "WOODFORD B65" OR EQUAL SEE PLAN FOR SIZE & CONT. ROOF DRAIN ACCESS COVER AND FRAME THREADED CLEANOUT PLUG ROOF DECK FINISH GRADE JJNSULATIO — — —� — — — — ISEE SPEC III I I' I I I, I=IIIIIIIII1 I I I �I II 11 \ IIIill�ll;..il�,'III�i IIII IIII — — — — — — — — — SLOPE PIPE SUPPORT (TYP) III��'Il� Illilll INSULATE UNDERSIDE ROOF SUMP & HORIZONTAL STORM & OVERFLOW STORM DRAIN ROOF AND OVERFLOW DRAIN 6 EXTERIOR WALL HYDRANT 4 WALL CLEANOUT 2 No Scale No Scale No Scale uesign, Inc. ana is not to De reproaucea or copies in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS PROJECT NO.: 50568.12 ISSUE DATE: 07.15.2011 DRAWN BY: DEP CHECKED BY: ESC SHEET NUMBER: P6mO LIB l"'I I"I I:. it - System No. C-AJ-1044 VACUUM BREAKER (formerly system no. 319) F Rating - 2, 3 and 4 Hr (see items 2A and 4) 1" CW—\? T Rating - 0 Hr System No. W-L-1001 L Rating At Ambient - 2 CFM/sq ft (Formerly System No. 147) L Rating At 400 F - less than 1 CFM/sq ft F Rating--1, 2, 3 and 4 Hr (See Items 2 and 3) HEAT TRAP T Ratings--0, 1, 2, 3, and 4 Hr (See Items 2 and 3) '7 FINISHED CEILING L Rating at Ambient --less than 1 CFM/sq ft L Rating At 400 F--less than 1 CFM/sq ft A 4 4 1 THERMAL EXPANSION 3/4„ HW TANK("WATTS PLT-5", BALL VALVE(TYP) o o ., LO 2 GAL) - UNION(TYP) .o LO lA 3 ELECTRIC WATER HEATER, SEE SCHEDULE A A I SECTION A -A T&P RELIEF VALVE 3 1. floor or wall assembly - lightweight or normal weight (100-150pcf) DRAINPAN concrete. except as noted in table under item 4, min thickness of solid concrete floor or wall assembly is 4-1/2". floor may ( ) also be constructed of a min. 6" thick, ul classified hollow core — — precast concrete units*. when floor is constructed of hollow core ........... 2 precast concrete units, packing material (item 3) and caulk fill material (item 4) to be installed symmetrically on both sides of floor, flush with floor surface. wall assembly may also be constructed A 1 B of any ul classified concrete blocks*. max. dia. of opening is in solid lightweight or normal weight concrete. floor is 32" max. dia. of opening ROUTE TO MOP SINK in floor constructed of hollow -core precast concrete units is 7". SECTION A -A see concrete blocks (cazt) and precast concrete units (cfty) categories NOTE: in the fire resistance directory for names of manufacturers. WATER HEATERS SHALL BE 1A. steel sleeve - (optional, not shown) - max. 15" id (or smaller) schedule CONTROLLED BY A PROGRAMMABLE 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. 24 HOUR TIME SWITCH TO SHUTDOWN sleeve may extend a max. of 2" above top of floor or beyond either surface HEATER/PUMP DURING UNOCCUPIED HOURS. of wall. max. 16" id (or smaller) min. 0.028 wall thickness (or heavier) 1. Wall Assembly --The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud galvanized steel sleeve cast or grouted into floor or wall assembly. sleeve wall assembly shall be constructed of the materials and in the manner may extend a max. of 1/2" beyond either surface of floor or wall. described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: 2. through penetrants -one metallic pipe, conduit or tubing to be installed either concentric ally or eccentric ally within the firestop system. max. WALL MOUNTED ELECTRIC WATER HEATER A. Studs --Wall framing may consist of either wood studs (max 2 h fire annular space between pipe, conduit or tubing and edge of through opening No Scale rated assemblies) or steel channel studs. Wood studs to consist of or sleeve is dependent on the parameters shown in item 4. min. annular space nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber between pipe or conduit and edge of through opening is 0". (point contact). end plates and cross braces. Steel studs to be min 3-5/8 in. wide by pipe conduit or tubing to be rigidly supported on both sides of floor or 1-3/8 in. deep channels spaced max 24 in. OC, wall assembly. the following types and sizes of metallic pipes, conduits or B. Wallboard, Gypsum *--Nom 1/2 or 5/8 in. thick, 4 ft, wide with tubing may be used: square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as A. steel pipe - nom. 30" dia. (or smaller) schedule 10 (or heavier) steel pipe specified in the individual U300 or U400 Series Design in the UL Fire B. iron pipe - nom. 30" dia. (or smaller) cast or ductile iron pipe Resistance Directory. Max diam of opening is 13-1/2 in. C. conduit - nom. 6" dia. (or smaller) rigid steel conduit 2. Pipe or Conduit--Nom 12 in. diam (or smaller) Schedule 10 (or heavier) D. conduit - nom. 4„ dia. (or smaller) steel electrical metallic tubing E. copper tubing - nom. 8" dia. (or smaller) type I (or heavier) copper tube steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast F. copper pipe - nom. 6" dia. (or smaller) regular (or heavier) copper pipe iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or " 3. packing material -polyethylene backer rod or nom. 1 thickness of tightly smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or packed mineral wool butt or glass fiber insulation firmly packed into smaller) flexible steel conduit. When copper pipe is used, max F Rating opening as a permanent form. packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than the required thickness of caulk fill material (item 4). nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud 4. fill, void or cavity material* -- caulk - applied to fill the annular space PROVIDE 2X4 WOOD STUD BACKING IN WALL FOR SECURING cavity width and to be rigidly supported on both sides of wall flush with top surface of floor. in wall assemblies, required caulk thickness WATER HEATER MOUNTING FRAME. assembly. to be installed symmetrically on both sides of wall, flush with wall surface, 3. Fill, Void or Cavity Material*--Caulk--Caulk fill material installed to at point contact location between penetrant and sleeve or between penetrant and concrete, a min. 1/4" dia. bead of caulk shall be applied at top surface 1-1/2" ANGLE IRON FRAME WITH MINIMUM 2 COATS OF completely fill annular space between pipe or conduit and gypsum pipe conduit or tubing to be rigidly supported on both sides of floor or wall RUSTPROOF PRIMER. wallboard and with a min 1/4 in. diam bead of caulk applied to perimeter of floor and at both surfaces of wall. the hourly f ratings and the min. of pipe or conduit at its egress from the wall. Caulk installed symmetrically required caulk thickness' are dependent upon a number of parameters, as on both sides of wall assembly. The hourly F Rating of the firestop system shown in the following table: is dependent upon the hourly fire rating of the wall assembly in which it SECURE FRAME TO 2X4 BACKING. is installed, as shown in the following table. The hourly T Rating of the min. floor nom. pipe tube firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as or wall or conduit max. annular min. caulk f tabulated below: thickness, in. dia.., in. space, in. thickness, in. rating, hr. 2-1/2 1/2-12 1-3/8 1/2 2 MINIMUM MOUNTING HEIGHT OF 6'-6" TO BOTTOM Max pipe Annular F T 2-1/2 1/2-12 3-1/4 1 2 OF PLATFORM. or Conduit. Space Rating Rating 4-1/2 1/2-6 1-3/8 1/4 (A) 2 Diam In. In. Hr. Hr. 4-1/2 1/2-12 1-1/4 1/2 3 1 3 to 3/16 1 or 2 0+, 1 or 2 4-1/2 1 /2-20 2 1 3 1 1/4 to 1/2 3 or 4 3 or 4 4-1/2 1 /2-20 2 1 3 4 0 to 1-1/2 1 or 2 0 6 1/4 to 1/2 3 or 4 0 4-1/2 1/2-12 3-1/4 1 3 4-1/2 1/2-6 1-3/8 1 (B) 4 3/4 " PLYWOOD BELOW WATER HEATER DRAIN PAN AS PLATFORM. 12 3/16 to 3/8 1 or 2 0 (A) min. 2" thickness of mineral wool batt insulation required in annular space. +When copper is used, T Rating is Oh. (B) min. 1" thickness of mineral wool batt insulation required in annular space. Minnesota Mining & Mfg. Cc .--Types FB-2000, FB-2000+. on both sides of floor or wall assembly. min 1" thickness of caulk to be *Bearing the UL Classification Marking installed flush with each surface of floor or wall assembly. minnesoto mining and manufacturing co. - cp 25wb+. *bearing the ul classification marking WALL - DRYWALL - PIPE-1/2/3/4 HR 4 WALL/FLR - CONIC - PIPE - 2/3/4 HR 3 WATER HEATER MOUNTING DETAIL 2 System No. W-L-1001 System No. C-AJ-1044 No Scale 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 I Ln M o co 'IT :I coco co M co U- N C, CM a — 00 E " o rn N > Q M -.L-+ N LO cli i+ T 00 co w I- 0 r U Ili Q ' -0 CO C� cca 75 w a) 0 a� H > U v o w TY H Co co _ ILL c Q CO E , cn cc L O E ca o ~ w o C z co Q This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DEP ESC SHEET NUMBER P7mO 1h i TRAP PRIMER VALVE f (MAXIMUM OF 8 DRAINS) "PRECISION PLUMBING PRODUCTS" DISTRIBUTION UNIT REQUIRED WHEN USED FOR MORE THAN ONE FLOOR DRAIN 1/2 " TYPE 'Y' SOFT SEAMLESS COPPER WITH NO JOINTS BELOW FLOOR SLAB. SLOPE AT 1/8" PER FOOT MINIMUM TO FLOOR DRAIN CONNECT'"" )R FLOOR DR TRAP PRIMER No Scale METAL ICE MAKER BOX GUY GREY MODEL: MI131 ANGLE VALVE METAL ICE MAKER VALVE BOX _ _ 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 LO co O M CD CO M N M N U- cu M a00 LL cc LL F N M N > N V` Q M N 04 i LO M to oc) C6 W O „ f1) N U_ d �I Q (� c a m o N U- W C6 _N C� w H > U 0 8 W Y Co CO a co W Qm O E � (o 0 w ~ o Eric S. Cepull, P.E. Flo��V01.1 AN#4!�64750 IN No Zp; srarE . , . Seal y���©NA i1s+++G��� This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS :I PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: DEP ESC SHEET NUMBER P&O, I 4 ---- #!. i, L F I I_ _IL I fI - ' - I -- - -JL I -' I I I I I-- I - -1 1I__ 1 1_1 1 -- - t 111 1 IN l:IIP It -J VF'J;Vif !,I III;+t_ 1 L "1 '1111- - ELECTRICAL SYMBOL LEGEND BASIC MATERIALS LIGHTING FIRE ALARM/DETECTION SYSTEM TELEPHONE/COMPUTER RACEWAY SYSTEM SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION E] MANUAL PULL STATION ® VOICE/DATA OUTLET BOX, CENTER MOUNTED AT 15"AFF U.O.N. So SINGLE POLE SWITCH FLUORESCENT STRIP FIXTURE S3 (SUBSCRIPT INDICATES ITEM CONTROLLED) THREE-WAY SWITCH A---FIXTRE DESIGNATION ® CEILING SMOKE DETECTOR, PHOTO -ELECTRIC TYPE UNLESS OTHERWISE NOTED VOICE OUTLET BOX, CENTER MOUNTED AT 15"AFF U.O.N. S4 FOUR-WAY SWITCH FLUORESCENT FIXTURE E = ELEVATOR WITH RECALL CONTACTS SWP SINGLE POLE SWITCH WITH WEATHERPROOF COVER a - LOWER CASE LETTER INDICATES I = IONIZATION a DATA OUTLET BOX, CENTER MOUNTED AT 15"AFF U.O.N. CONTROL CIRCUIT SWITCH LEG DUCT SMOKE DETECTOR SF FAN SWITCH FLUORESCENT FIXTURE R =RETURN ® TELEPHONE/COMPUTER TERMINAL BOARD SM MANUAL MOTOR STARTER WITH OVERLOAD HEATERS DIAGONAL SHADING DENOTES FIXTURE WITH EMERGENCY S = SUPPLY SD DIMMER SWITCH BATTERY BACKUP TV TELEVISION SIGNAL WALL OUTLET (1500 WATTS UNLESS OTHERWISE INDICATED) FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX ® CONTROL RELAY FOR UNIT SHUT -DOWN OC CEILING MOUNTED OCCUPANCY SENSOR RATED TEST DSWITCH,MLOED, 0 HID, FLUORESCENT, OR INCANDESCENT FIXTURE Z%' ANDORESETA WALK MOUTNTEDL60'P AFIFHTOECENTER SECURITY SYSTEM -� WALL MOUNTED OCCUPANCY SENSOR FLUORESCENT, OR INCANDESCENT WALL WASHER. REMOTE INDICATING LAMP FIRE ALARM WITH KEY -OPERATED TEST SWITCH, S CEILING MOUNTED PHOTO SENSOR ACCENT FLOOD LIGHTING - AIMING AS INDICATED LED, AND RESET. WALL MOUNTED AT 60" AFF TO CENTER. FOR] CARD READER, MOUNTED AT 48"AFF U.O.N. WALL MOUNTED PHOTO SENSOR EXIT LIGHT FIXTURE AUDIBLE NOTIFICATION DEVICE ® DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) COMBINATION AUDIBLE/VISUAL KP KEY PAD, MOUNTED AT 48"AFF U.O.N. 20A, 120V DUPLEX RECEPTACLE, CENTER MOUNTED AT 15"AFF U.O.N. XXCD NOTIFICATION DEVICE CD = CANDELA RATING - B PUSH BUTTON ACTUATOR MOUNTED 48"A.F.F. 20A, 120V SIMPLEX RECEPTACLE, CENTER MOUNTED AT 15"AFF WALL MOUNTED EXIT LIGHT FIXTURE � U.O.N. ❑-�0 EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN SS FIRE ALARM SPEAKER - CEILING MOUNTED ES ELECTRIC STRIKE, MOUNTED ON DOOR ON DRAWINGS XXCD CD = CANDELA RATING ® FLOOR OUTLET BOX AND 20A, 120V DUPLEX RECEPTACLE TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES DC DOOR CONTACT, MOUNTED ON DOOR FRAME WITH APPROPRIATE FLANGE. INDICATE QUANTITY OF LIGHT FIXTURES) WALL MOUNTED SPEAKER WITH STROBE ® FLOOR OUTLET BOX WITH 2OA, 120V DUPLEX RECEPTACLE Q D BATTERY PACK WITH TWIN HEADS XXCD CD = CANDELA RATING ® AUTOMATIC TELLER MACHINE AND ONE COMBINATION W/ VOICE/DATA OUTLET II �S FIRE ALARM SPEAKER -WALL MOUNTED ® FLOOR OUTLET BOX WITH TWO 20A, 120V DUPLEX RECEPTACLES (JD AHD, AFTER HOURS DEPOSITORY AND ONE COMBINATION W/ VOICE/DATA OUTLET LIGHTNING PROTECTION SYSTEM � FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED 0 ABOVE COUNTER 20A, 120V 'DUPLEX RECEPTACLE, MOUNTED 42" CD = CANDELA RATING © ALARM TCD, TELLER CASH DISPENSER AFF TO BOTTOM U.O.N. CONFIRM WITH ARCHITECTURAL. CONDUCTOR CABLE VISUAL SIGNALING UNIT, WALL MOUNTED � GFI 20A, 120V RECEPTACLE. NIP DENOTES WEATHERPROOF, CI CLASS I MAIN (NO AUDIO DEVICE) AL ALARM LIGHT/LAMP, MOUNTED AT 80"AFF U.O.N. WP WHILE -IN -USE COVER. CII CLASS II MAIN CONDUCTOR CABLE FIREMANS PHONE JACK ABOVE COUNTER GFI 20A, 120V RECEPTACLE, MOUNTED 42" AFF TO BOTTOM U.O.N. CONFIRM WITH ARCHITECTURAL. TEE SPLICE SPRINKLER TAMPER VAULT TWO 20A, 120V DUPLEX RECEPTACLES WITH COMMON COVER BONDING PLATE Q SWITCH CONNECTION ABOVE COUNTER TWO 20A, 120V DUPLEX RECEPTACLES WITH PIPE CLAMP FOR PLUMBING VENT THRU ROOF. FS SPRINKLER OW HUB, HOLDUP BUTTON SWITCH CONNECTION WHUB - WIRELESS HOLDUP BUTTON COMMON COVER, MOUNTED 42 AFF TO BOTTOM U.O.N. O AIR TERMINATION DEVICE ISOLATED GROUND 20A, 120V DUPLEX RECEPTACLE, III GROUND TERMINAL FP FIRE ALARM SYSTEM PRINTER DSS ALARM SHUNT TRIP IG (ORANGE DEVICE) BONDING CONDUCTOR -q ZONE ADDRESSABLE MODULE © CLOCK RECEPTACLE —0 DOWN CONDUCTOR DN ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE DP DYE PACK TRANSMITTER ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED G COUNTERPOISE CONDUCTOR � LIGHTING CONTROL TIME CLOCK O PARAPET MOUNTED AIR TERMINAL ®H ELECTROMAGNETIC DOOR HOLD OPEN DEVICE CONNEC110N TO CLOSURE/ HOLDER ®S MAIN SECURITY PANEL ® PHOTOCELL, MOUNTED ON ROOF PAGING NORTH P GN GROUND BAR QF FLAT ROOF MOUNTED OR MECHANICAL ELECTROH OPEN rTO JBM JUNCTION BOX/MAIN CO NECTION CLOSURE/ HOLDERINC UIDES DETECTOR t� JUNCTION BOX QDN THRU-ROOF CONDUCTOR H CEILING HEAT DETECTOR 135° F UNLESS OTHERWISE VSS VIDEO SWITCHER JUNCTION BOX- WALL MOUNTED INDICATED. �}•••. JUNCTION BOX- FURNITURE SYSTEM FEED ONE-LINE DIAGRAM M4 BEAM DETECTOR - TRANSMITTER VIDEO TIMER SS C3 SURGE SUPRESSOR C3 = SERVICE ENTRANCE DEVICE M4 BEAM DETECTOR - RECEIVER B3 = DISTRIBUTION BOARD DEVICE 120 208V, 30, 4W FACP D® DIGITAL VIDEO RECORDER A3 = PANELBOARD DEVICE xxx AMPS o FIRE ALARM CONTROL PANEL ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS FOR EXTERIOR LOCATIONS SWITCHBOARD OR DISTRIBUTION BOARD FATC FVU VIDEO MONITOR OTHERWISE NOTED NEMA 3R FIRE ALARM TERMINAL CABINET ® MAGNETIC MOTOR STARTER OR CONTACTOR SIZE AS NOTED FAAP FIRE ALARM ANNUNCIATOR PLAN - FLUSH MOUNTED QR RADIO AT 12" ABOVE CEILING EDH-X L�Jw� ELECTRIC DUCT HEATER MAIN CIRCUIT BREAKER PANELBOARD F FIRE ALARM SYSTEM CONDUIT AND WIRING �\ IC INTERNAL ATM CAMERA MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER FIREMAN'S ELEVATOR WARNING LIGHT ® VARIABLE FREQUENCY DRIVE MAIN CIRCUIT BREAKER, TWO -SECTION PANELBOARD NOTE: VD -a DIRECT DIGITAL CONTROL PANEL SECURITY/COMMUNICATION SYSTEM G.C. TO PROVIDE ROUGH -IN AT CONCEALED SPACES; ROUGH -IN TO CONSIST OF 3/4" CONDUIT, T TRANSFORMER 04 BOXES, AND SINGLE GANG RINGS (VERTICAL) MAIN LUG ONLY PANELBOARD 30/3/1 NON -FUSED DISCONNECT SWITCH, SIZE & # OF POLES AMP RATING / NO, OF POLES / ENCLOSURE NEMA RATING LE 30 * 1 FUSED DISCONNECT I MAIN LUG ONLY, TWO -SECTION PANELBOARD AMP RATING / NO. OF POLES % ENCLOSURE NEMA RATING AMP FUSE SIZE MCP * = DENOTES SIZE PER MANUFACTURER'S RECOMMENDATION SIZE # OF POLES ENCLOSED CIRCUIT BREAKER L® 30 33— COMBINATION MAGNETIC MOTOR STARTER, SIZE & # OF POLES 0 3R 3 POLE UNLESS OTHERWISE NOTED CIRCUIT BREAKER ENCLOSURE NEMA RATING. NEMA STARTER SIZE d v CIRCUIT BREAKER WITH GROUND FAULT PROTECTION SM MANUAL MOTOR STARTER �--� CIRCUIT BREAKER WITH SHUNT TRIP BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SUB-PANELBOARD CIRCUIT BREAKER SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, ,'I'u' Ulu UTILITY COMPANY TRANSFORMER FLUSH MOUNTED 7 II� GROUND OR GROUND ROD AS NOTED UTILITY COMPANY METER WITH CT'S —SUP CONDUIT TURNING UP —♦DN CONDUIT TURNING DOWN ] CONDUIT STUB CONDUIT CONTINUED FLEXIBLE CONDUIT NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 Fax: 407-425-7367 CD co ENGINEERING FOR ARCHITECTURE www.tic-engineers.com TLC Engineering for Architecture, Inc. m N M cys © Copyright 2011 ILL C\l EB #0000015 TLC NO:110045 a� w U_ �M �0) >N Q a� 0 CO ELECTRICAL DRAWING INDEX CO W I.- N SHEET DESCRIPTION � U r EO.1 SYMBOL LEGEND AND DRAWING INDEXcc Q E0.2 GENERAL NOTES AND LIGHTING FIXTURE SCHEDULE E1.0 SITE PLAN - ELECTRICAL w > E1.1 SITE PLAN - PHOTOMETRIC 0 E2.0 LIGHTING PLAN = CIO L E E3.0 POWER PLAN E4.0 SYSTEMS PLAN W Co 0° O E a E5.0 ROOF PLAN -ELECTRICAL W o z E6.0 UNDERGROUND CONDUIT PLANCO E7.0 ENLARGED PLANS - ELECTRICAL E8.0 ELECTRICAL RISER AND PANEL SCHEDULES E9.0 DETAILS Ul U) U) O Y Z Q U) J U) J Z 0 2 � fl } W IL N N Wayne E. Allred P. E. Florida License W45800 - � v re p D C Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: SYMBOL LEGEND, DRAWING INDEX PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC W EA SHEET NUMBER: ElOml A II_I 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 ' FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC 10:110045 STANDARDS FOR CUT—OFF STYLE FIXTURES CRITERIA COUNTY REQUIREMENTS ACUAL INPUT FIXTURE STYLE FULL CUT—OFF LAMP SOURCE IS METAL HALIDE; OR YES YES LIGHT SOURCE W. CRI OF 65 OR HIGHER YES YES MAX. WATTAGE 400 WATTS YES LAMP ORIENTATION (HORIZONTAL) PREFERRED YES LAMP ORIENTATION (VERTICAL) OPTION FLAT LENS REQUIRED YES MAX. F.0 30' FROM THE POLE (SHOW RADIUS) 3.6 FOOTCANDLES YES MAX. FOOTCANDLE— PROPERTY LINE @ RES. 0.5 FOOTCANDLES YES MAX. FOOTCANDLE— PROPERTY LINE @ COMM, 1.0 FOOTCANDLES YES MIN. FOOTCANDLE 0.6 FOOTCANDLES NO MAX°. HEIGHT —FIXTURE OR POLE/ FINISH GRADE 30' INCLUDING FIXTURE YES MAX. POLE SPACING IS 2 1 /2 TIMES HEIGHT YES YES LIGHT LOSS FACTOR—LLF 0.72 MAINTAINED YES SITE LIGHTING SCHEDULE REQUIRED LAMPS TYPE DESCRIPTION MANUFACTURER MODEL NUMBER VOLTAGE VA REMARKS NUM. TYPE QUARE AREA LIGHT, SR3FL HS LITHONIA KVF2-4C0M-SR3FL-HS POLE SHALL BE DESIGNED FOR WINDLOADING BASED ISTRIBUTION, FLAT LENS. POLE MTD 30' AFG 40OW ON ASCE 7-98 FOR VELOCITY OF NOT LESS THAN SA 208 1 MH 478 155 MPH WITH IMPORTANCE FACTOR OF 1.15. CONTRACTOR SHALL SUBMIT CERTIFIED WIND LOAD CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, SQUARE AREA LIGHT, SR4SC DISTRIBUTION, LITHONIA KVF2-40OM-SR4SCFL POLE SHALL BE DESIGNED FOR WINDLOADING BASED FLAT LENS. POLE MTD 30' AFG 40OW ON ASCE 7-98 FOR VELOCITY OF NOT LESS THAN SB 208 1 MH 478 155 MPH WITH IMPORTANCE FACTOR OF 1.15. CONTRACTOR SHALL SUBMIT CERTIFIED WIND LOAD CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. TRAPAZOIDAL WALL MOUNTED FLOOD LIGHT, LITHONIA WST 175MH FT 175W 213 WALL MOUNTED 12'A.F.F. FORWARD THROW DISTRUBUTION FLAT LENS. WALL MOUNTED 12' A.F.G. MH 208 L7 SITE PLAN — PHOTOMETRICS SCALE 11I = 20'-011 LU U Q U) Of 0 W z Loco CD M MN co J N IL C%1I E OD (0 (0 W as co =M > N Q N .r-_ CN In M -v r to 00 co LU I- O tV r UCo LLE c a ccCM U �m CL E coM I— ME 051 U) U) O Y 0 z Q U) J J_ 2 w N Wayne E. Allred P.E. Florida Lice �45800 i 4 a - F `s Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: SITE PLAN PHOTOMETRICS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC W EA SHEET NUMBER: El A _ _AL GENERAL NOTES 1. ALL WORK AND EQUIPMENT UNDER THIS DIVISION SHALL BE IN STRICT COMPLIANCE WITH THE CODES, STANDARDS AND PRACTICES LISTED HEREIN, AND THEIR RESPECTIVE DATES ARE FURNISHED AS THE MINIMUM LATEST REQUIREMENTS. 1. STATE OF FLORIDA. 2. LIFE SAFETY CODE - NFPA 101. 3. UNDERWRITERS LABORATORIES, INC. PUBLICATIONS 4. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 6. NATIONAL ELECTRICAL CODE (NEC) - NFPA 70. 7. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE). 8. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA). 9. REQUIREMENTS OF LOCAL POWER COMPANY. 10. 2007 FLORIDA BUILDING CODE WITH 2O09 SUPPLEMENT. 11. THE AMERICANS WITH DISABILITIES ACT (ADA) 12. FLORIDA ACCESSIBILITY CODE. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED MASTER ELECTRICIAN IN A FIRST CLASS NEAT, WORKMANLIKE MANNER. 3. THE ELECTRICAL INSTALLATION SHALL MEET THE APPROVAL OF THE LOCAL GOVERNING AUTHORITIES AND THE OWNER'S REPRESENTATIVE PRIOR TO ACCEPTANCE. 4. THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTING. 5. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, CIVIL, LANDSCAPE, INTERIOR DESIGN, TECHNOLOGY AND STRUCTURAL DRAWINGS FOR RELATED INFORMATION AND ADDITIONAL INSTALLATION REQUIREMENTS TO BE PERFORMED AS PART OF THE WORK. SUCH DRAWINGS SHALL BE CONSIDERED AS PART OF THE ELECTRICAL CONTRACT DOCUMENTS. 6. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. PROVIDE EVERYTHING NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. 7. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS AND ARRANGEMENTS ONLY UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. 8. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR THE REQUIREMENTS ASSOCIATED WITH WIRING AND CONNECTION OF INTERLOCKING AND CONTROLS OF MECHANICAL UNITS AND THERMOSTAT LOCATIONS. 9. COORDINATE OUTLET BOX LOCATIONS WITH MASONRY TO AVOID CUTTING ON MORTAR JOINTS. 10. ALL MOUNTING HEIGHTS SHOWN ARE TO THE CENTERLINE OF THE DEVICE UNLESS NOTED OTHERWISE. VERIFY ALL OUTLET LOCATIONS ON THE JOB PRIOR TO ROUGH -IN. 11. EACH DATA, TELEPHONE, VIDEO OR OTHER SYSTEMS OUTLET REQUIRES 1" C. WITH PULL STRING STUBBED TO TB UNLESS OTHERWISE NOTED ON PLANS. PROVIDE INSULATED BUSHINGS ON ALL CONDUITS. LABEL CONDUIT TO IDENTIFY ITS INTENDED USE (IE: TELEPHONE, DATA, ETC.). 12. EACH BRANCH CIRCUIT RACEWAY SHALL HAVE A FULL SIZE EQUIPMENT GROUND CONDUCTOR. WHERE ISOLATED GROUND CIRCUITS ARE SHOWN ON THE PLANS, PROVIDE AN ISOLATED GROUND CONDUCTOR THROUGHOUT THE LENGTH OF THE CIRCUIT IN ADDITION TO THE PHASE, NEUTRAL AND EQUIPMENT GROUND CONDUCTORS. 13, PROVIDE 18" LONG (MIN). CONDUIT SLEEVES THRU ALL WALLS WHERE CABLES ARE INDICATED OR REQUIRED TO PASS THRU WALLS. PROVIDE BUSHINGS ON BOTH ENDS. SIZE CONDUIT FOR CABLES INSTALLED. AT CABLE TRAYS, PROVIDE ONE 4" CONDUIT SLEEVE FOR EACH 4" WIDTH OF CABLE TRAY. 14. USE GALVANIZED RIGID STEEL CONDUIT WHERE EPOSED TO EXTERIOR CONDITIONS OR WHERE EXPOSED IN ANY LOCATIONS WHERE SUBJECT TO MECHANICAL DAMAGE. EMT SHALL BE PROVIDED WITH SET SCREW STEEL FITTINGS FOR INSTALLATION IN ALL CONCEALED WALLS AND CEILINGS IN DRY AREAS. ALL CONDUIT FOR LIGHTNING PROTECTION SHALL BE PVC, SCHEDULE 40. UNLESS OTHERWISE NOTED, PVC MAY BE USED WHERE BURIED UNDER GRADE AND ENCASED IN COCNRETE OR EMBEDDED IN CONCRETE SLAB OR WALLS. ALUMINUM CONDUIT IS NOT ALLOWED. 15. ALL BRANCH CIRCUIT HOMERUNS SHALL BE ROUTED IN 3/4"C. MINIMUM. MC CABLE IS NOT ALLOWED FOR CIRCUIT HOMERUNS. 16. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS ARE NOT PERMITTED. MINIMUM WIRE SIZE SHALL BE #12 A.W.G., EXCLUDING CONTROL WIRING. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID, #8 AWG AND LARGER SHALL BE STRANDED. 17. ALL WIRING MUST BE IN CONDUIT, UNLESS SPECIFIED OTHERWISE. A PULL WIRE SHALL BE PROVIDED IN ALL EMPTY CONDUITS. 18. MAINTAIN THE FIRE RATING OF ALL WALL AND FLOOR PENETRATIONS AS REQUIRED THROUGH WHICH CONDUIT PASS AND JUNCTIONS ARE INSTALLED. 19. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS NOTED OTHERWISE. 20. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS NOTED OTHERWISE. ABOVE -COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE UNLESS NOTED OTHERWISE, 21. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED, WITH APPROPRIATE NEMA ENCLOSURE RATING. 22. WORKING CLEARANCES AND DEDICATED SPACE FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. SUBMIT COORDINATION DRAWINGS OF ALL ELECTRICAL ROOMS SHOWING COMPLIANCE. 23. ELECTRICAL WORK SHALL NOT INTEFERE WITH CLEARANCES REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD ELECTRICAL WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER TRADES, SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER. 24. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES PRIOR TO COMMENCEMENT OF WORK. 25. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 26. ALL CONDUCTORS INSTALLED ABOVE THE ROOF SHALL BE DERATED FOR AMBIENT TEMPERATURE INCLUDING AMBIENT TEMPERATURE ADJUSTMENT IN ACCORDANCE WITH ARTICLE 310.15 (13)(2)(c). 27. ALL CONDUITS THROUGH ROOF SHALL PENETRATE ROOF USING PROPER APPROVED ROOF FLASHING. 28. PROVIDE GFCI PROTECTION FOR ALL RECEPTACLES FOR DRINKING FOUNTAIN, WATER COOLERS, HEAT TRACE, ELEVATOR ROOMS AND SHAFTS, MECHANICAL ROOM, JANITOR CLOSETS, OUTDOORS, KITCHENS AND ALL OTHER LOCATIONS WITHIN 6 FEET OF A SINK OR OTHER WATER SOURCE IN ACCORDANCE WITH THE NEC. 29. PROVIDE SURGE PROTECTION AS REQUIRED FOR NFPA 780 4.18.2 FOR ANY POWER OR LOW VOLTAGE (FIRE ALARM, TELECOMM, ETC.) CIRCUIT EXITING THE BUILDING. 30. ALL CONDUIT IN PUBLIC AREAS SHALL BE CONCEALED UNLESS NOTED OTHERWISE. 31. ALL WIRING DEVICES SHALL BE MOUNTED VERTICALLY, UNLESS NOTED OTHERWISE. 32. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. 33. ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN A MINIMUM OF (2) #12AWG INSULATED COPPER CONDUCTORS, PLUS A MINIMUM OF (1) #12AWG GROUND WIRE UNLESS NOTED OTHERWISE. ALL BRANCH CIRCUITS AND FEEDERS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS. 34. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC. 35. COORDINATE THE LOCATION OF ALL DEVICES AND BOXES WITH WINDOWS, BUILT-INS, AND CABINETS PRIOR TO INSTALLATION OF CONDUIT OR BOXES. THE CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO ASCERTAIN ANY CONFLICTS PRIOR TO BIDDING. THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR WORK REQUIRED TO RELOCATE OUTLET BOXES THAT ARE/OR BECOME NECESSARY FOR COORDINATION WITH OTHER TRADES WORK. 36. COORDINATE HEIGHTS OF WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRRORS, CABINETS AND BUILT-INS. 37. PROVIDE A PERMANENT SIGN ON THE MAIN ELECTRICAL ROOM DOOR TO THE BUILDING STATING THAT THE MAIN SERVICE DISCONNECTING MEANS ARE LOCATED INSIDE. 38. COORDINATE INSTALLATION OF ANY DEVICE LOCATED IN MILLWORK WITH ARCHITECTURAL DRAWINGS AND DETAILS PRIOR TO ROUGHING IN BOXES AND ROUTING CONDUIT. 39. LOCATIONS OF EQUIPMENT SPECIFIED BY OTHER TRADES OR PROVIDED BY OWNER ARE APPROXIMATE. COORDINATE EXACT LOCATIONS IN FIELD PRIOR TO ROUGHING IN AND ROUTING CONDUIT. 40. SEE ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF LUMINAIRES IN CEILINGS, AND ON INTERIOR AND EXTERIOR WALLS. 41. RECEPTACLES FOR ELECTRIC WATER COOLERS SHALL BE LOCATED DIRECTLY BEHIND ELECTRIC WATER COOLER, CONCEALED FROM DIRECT VIEW. 42. PROVIDE DIMMABLE BALLASTS FOR ALL DIMMABLE FLUORESCENT LIGHT FIXTURES, AND A DIMMER SWITCH RATED NOT LESS THAN 2000 WATTS. 43. CONTRACTOR SHALL UPSIZE BRANCH CIRCUIT WIRE SIZE AS REQUIRED TO COMPENSATE VOLTAGE DROP FROM LENGTHENING OF CIRCUITS DUE TO FIELD ROUTING. FINAL INSTALLATION SHALL MEET FLORIDA BUILDING CODE REQUIREMENT OF: MAXIMUM BRANCH CIRCUIT VOLTAGE DROP OF 3%: REFER TO VOLTAGE DROP CHART BELOW FOR CONDUCTOR, SIZES FOR BRANCH CIRCUITS 120 VOLT (BASIS 1500 WATT) MIN. CONDUCTOR CIRCUIT LENGTH UP SIZE FOR VOLTAGE DROP 0 - 70' #12 AWG 71' - 115' #10 AWG 116' - 180' #8 t.WG 181' AND ABOVE TO BE SUBMITTED BY CONTRACTOR AND APPROVED BY ENGINEER. 277 VOLT (BASIS 15 AMPS) MIN. CONDUCTOR CIRCUIT LENGTH UP SIZE FOR VOLTAGE DROP 0' - 140' #12 AWG 141' - 220' #10 AWG 221' - 350' #8 AWG 351' AND ABOVE TO BE SUBMITTED BY CONTRACTOR AND APPROVED BY ENGINEER. 44. EMERGENCY BALLAST BATTERY PACKS AND EMERGENCY EXIT SIGNS, WHERE USED, SHALL BE CONNECTED TO UNSWITCHED LEG OF CIRCUIT DESIGNATED ON DRAWINGS. 45. ALL PANELBOARDS SHALL BE PROVIDED WITH COPPER BUSSING. ALL PANELBOARD CIRCUIT BREAKERS SHALL BE BOLT -ON, THERMAL MAGNETIC MOLDED CASED TYPE. ALL CIRCUIT BREAKERS, TWO AND THREE POLE, SHALL BE OF COMMON TRIP TYPE. NO TIE HANDLES OR TANDEMS WILL BE ACCEPTED. 46. A TYPED PANELBOARD DIRECTORY SHALL BE PROVIDED FOR EACH PANELBOARD AND SHALL INDICATE THE ACTUAL CIRCUIT NUMBER USED, ROOM NAME, AND TYPE OF LOAD. HAND WRITTEN DIRECTORY IS NOT ACCEPTABLE. EACH DIRECTORY SHALL INCLUDE FINAL AS -BUILT CIRCUITING ALONG WITH ACCURATE ROOM NUMBERS. 47. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 48. DISCONNECT SWITCHES SHALL BE HORSEPOWER RATED, HEAVY DUTY, WITH QUICK -MAKE, QUICK -BREAK MECHANISM. 49. ALL FUSES, UNLESS OTHERWISE NOTED ON THE DRAWINGS, SHALL BE CURRENT -LIMITING WITH 2O0,000 AMPERES INTERRUPTING CAPACITY. 50. MOTOR STARTERS FOR MOTORS SMALLER THAN 25 HP SHALL BE ACROSS -THE -LINE MAGNETIC TYPE UNLESS OTHERWISE NOTED. MOTOR STARTERS FOR MOTORS 25 HP AND LARGER SHALL BE SOLID-STATE REDUCED -VOLTAGE TYPE UNLESS OTHERWISE NOTED. ALL MOTOR STARTERS SHALL BE PROVIDED WITH "HAND -OFF -AUTO" SELECTOR SWITCH. THE CONTROL VOLTAGE SHALL BE AS REQUIRED. 51. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED ELECTRICAL EQUIPMENT AND ACCORDING TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. 52. CONTRACTOR SHALL PROVIDE A COMPLETE UL LISTED LIGHTNING PROTECTION SYSTEM FOR THE ENTIRE FACILITY PER THE REQUIREMENTS OF THE DIVISION 26 SPECIFICATIONS AND NAPA 780. 53. CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR USE BY ALL TRADES DURING CONSTRUCTION. REMOVE TEMPORARY POWER AT THE COMPLETION OF THE PROJECT. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS TO OBTAIN TEMPORARY ELECTRICAL SERVICE. 54. CONTRACTOR SHALL SUBMIT FOR APPROVAL MAIN AND ALL ADJUSTABLE THE "AS SET" OVERCURRENT PROTECTIVE DEVICE SETTINGS. 55. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONDUITS, FOR THE SECURITY ELECTRONICS SYSTEMS THE SECURITY ELECTRONICS CONTRACTOR (SEC) SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SECURITY ELECTRONICS SYSTEMS AND ALL SECURITY ELECTRONICS EQUIPMENT. THE SEC SHALL SUPERVISE THE CONDUIT INSTALLA1ON AND VERIFY EXACT BACK BOX LOCATIONS AND CONDUIT STUB -UP LOCATIONS IN THE EQUIPMENT ROOMS. 56. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS, BACK BOXES, RACEWAYS, SLEEVES, SITE CONDUIT DUCT BANKS AND MANHOLES FOR THE TELECOMMUNICATIONS SYSTEM. THE STRUCTURED CABLING CONTRACTOR (SCC) SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SYSTEMS THEY ARE INSTALLING. THE CC SUPERVISE THE CONDUIT INSTALLATION AND VERIFY EXACT BACK BOX LOCATIONS AND CONDUIT STUB -UP LOCATIONS IN THE EQUIPMENT ROOMS. 57. CONTRACTOR SHALL PROVIDE AN OPERATING MANUAL AND MAINTENANCE MANUAL TO OWNER. THE MANUAL SHALL INCLUDE AT A MINIMUM: (1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. (2) OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. (3) NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 58. THE CORRECTION OF ANY DEFECTS OR DAMAGE TO ANY EQUIPMENT, DEVICE, LUMINAIRE, RACEWAY, ETC. SHALL BE COMPLETED AT NO ADDITIONAL CHARGE. 59. WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION INCLUDING: SINGLE LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM, SITE PLANS AND ALL ELECTRICAL FLOOR PLANS. 60. AT THE COMPLE1ON OF WORK, THE CONTRACTOR SHALL REMOVE ALL DUST AND DEBRIS CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL ELECTRICAL EQUIPMENT. 61. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 LIGHTING FIXTURE SCHEDULE REQUIRED LAMPSNUM. TYPE DESCRIPTION MANUFACTURER MODEL NUMBER VOLTAGE VA REMARKS TYPE 4 FT, LINEAR LED, BLUE IN COLOR WITH PHILIPS 999-000349-00 120 LED LED 60 AL1 INTEGRAL DRIVER AND GLARE SHIELD. SEE W/120-000081-03 -EW GRAZE ARCHITECTURAL DRAWINGS FOR PLACEMENT GLARE SHEILD, 4 FOOT AND EXACT LENGTHS. 1 FT, LINEAR LED, BLUE IN COLOR WITH PHILIPS 999-000349-01W/120-000081-03 120 LED LED 15 INTEGRAL DRIVER AND GLARE SHIELD. SEE -EW GRAZE GLARE SHEILD, 1 AL2 ARCHITECTURAL DRAWINGS FOR PLACEMENT FOOT AND EXACT LENGTHS.. 2X2 ALLETA SERIES FLUORESCENT FIXTURE LIGHTOLIER ALE22HOl 01 U WITH ELECTRONIC BALLAST. LOUVER WITH L1 ELONGATED LENS DETAIL AND HIGH OUTPUT 120 2 T5HO 52 LAMPS. FACTORY INSTALLED INTERNAL DISCONNECT SWITCH. 2X2 ALLETA SERIES FLUORESCENT FIXTURE LIGHTOLIER ALE22HOlOUE WITH ELECTRONIC BALLAST. LOUVER WITH L1-EM ELONGATED LENS DETAIL AND HIGH OUTPUT 120 2 24W 52 LAMPS. FACTORY INSTALLED INTERNAL T5HO DISCONNECT SWITCH. WITH EMERGENCY BALLAST 2X2 RECESSED STATIC FLOURESCENT LIGHTOLIER SPS2GFSVA-2FT-UNV-SB L2 FIXTURE WITH ELECTRONIC BALLAST, 120 2 4OW TT5 67 FACTORY INSTALLED INTERNAL DISCONNECT SWITCH. 2X2 RECESSED STATIC FLOURESCENT LIGHTOLIER SPS2GFSVA 2FT-UNV-SB-EM L2-EM FIXTURE WITH ELECTRONIC BALLAST, 120 2 40W 75 67 FACTORY INSTALLED INTERNAL DISCONNECT SWITCH, WITH EMERGENCY BALLAST 4-FOOT LONG (NOMINAL) T5 FLUORESCENT ALKCO L2F4HO- 1 20-AL-SW L3 UNDERCABINET TASK LIGHT WITH TOGGLE 120 1 54W 60 SWITCH. FACTORY INSTALLED INTERNAL T5HO DISCONNECT SWITCH. L5 LANE CONTROL SIGN BY SIGN CONTRACTOR MONGLE ASSOCIATES #DU3W 120 - - 50 LISA AMBIENT TYPE LED FIXTURE, FURNISHED IN LSI CR02-S-LED-50-CW-UE WHT 120 - LED 60 PRE-ENGINEERED CANOPY. L6B FOCUS TYPE LED FIXTURE, FURNISHED IN LSI CRO-FO-LED-30-CW-120-24OV-WHT 120 - LED 40 PRE-ENGINEERED CANOPY. AMBER GLASS PENDANT, FIXTURE BESA LIGHTING 1T-151180-SNG18 (AMBER) FURNISHED WITH LAMP. PROVIDE 1-18" L9 STEM, 1-20" STEM, AND 1-6" STEM. 120 1 18W CFL 25 PROVIDE FIXTURE SOCKET WIRING TO ALLOW ALL 36" OF STEM TO BE INSTALLED. BLUE GLASS PENDANT, FIXTURE FURNISHED BESA LIGHTING 1T-1511CM-SNG18 (BLUE) WITH LAMP. PROVIDE 1-18" STEM, L10 1-12"STEM, AND 1-6" STEM. PROVIDE 120 1 18W CFL 25 FIXTURE SOCKET WIRING TO ALLOW ALL 36" OF STEM TO BE INSTALLED. MATRIX 4"X4" SQUARE RECESSED LIGHTOLIER 4X4132HU (HOUSING) F32TBX L13 FLOURESCENT WALL WASH FIXTURE WITH 4X4LWWHW (TRIM) 120 1 SPX35 36 ELECTRONIC BALLAST, CUSTOM WHITE A4P FINISH AS PER SPECIFICATIONS L20 UNIVERSAL MOUNT SINGLE FACE LED EXIT BEST LIGHTING PRODUCTS EZXTEU1RW-EM 120 NA LED 4 SIGN WITH BATTERY BACK-UP. WALL MOUNTED FIXTURE, MEDIUM BASE, KIM LIGHTING ETO-WD14D3-226PLT120-DB-EM L21 FULL CUTOFF, ELECTRONIC BALLAST, DARK 120 2 26W CFL 51 BRONZE HOUSING, EMERGENCY BATTERY PACK, ENGINEER TO ORDER (ETO) 2 FOOT HIGH ABUSE FLOURESCENT WITH FAIL-SAFE FWW-240BX- 1 20-EBX2 L22 ELECTRONIC BALLAST AND CLEAR PRISMATIC 120 9 40W 67 POLYCARBONATE LENS, FACTORY INSTALLED BIAXIAL INTERNAL DISCONNECT SWITCH. BOLLARD, INDEX 4R, COMPACT PRISMA 074150-INDEX 4R L35 FLUORESCENT, METALLIC GRAY COLOR, 32" 9369 (FINISH) 120 1 50 HEIGHT, WITH EMERGENCY BALLAST. G RQ-4 RECESSED DOWNLIGHT, 6 3/4" APERTURE, LIGHTOLIER 1101 F2642U (HOUSING) L36 HORIZONTAL CROSS BLADE, COMPACT 1101 HWHCB (TRIM) 120 1 32W CFL 36 FLUORESCENT, MATTE WHITE REFLECTOR TRIM. RECESSED DOWNLIGHT, 6 3/4" APERTURE, LIGHTOLIER 1101 F2642UE (HOUSING) L36-EM HORIZONTAL CROSS BLADE, COMPACT 1101 HWHCB (TRIM) 120 1 32W CFL 36 FLUORESCENT, MATTE WHITE REFLECTOR TRIM, WITH EMERGENCY BALLAST. FIXTURE SCHEDULE GENERAL NOTES 1. ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 2. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 4. ALL H.I.D. FIXTURES SHALL BE FUSED. ALL ELECTRONIC BALLAST FIXTURES SHALL NOT BE FUSED. 5. COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 6. PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. ENCLOSURE SHALL CONTAIN A FIRE RATING EQUAL TO THAT OF THE CEILING. PROVIDE A MINIMUM 3" CLEARANCE FROM SIDES AND TOP OF RECESSED LUMINAIRE. 7. COORDINATE EXACT MOUNTING HEIGHT OF ALL WALL -MOUNTED LUMINAIRES WITH THE ARCHITECT. 8. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. 9. IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION AND GENERAL NOTES SHALL DICTATE. 10. ALL COMPACT AND LINEAR FLUORESCENT LAMPS SHALL BE 4100K AND HAVE A CRI OF 86. 11. CATALOG NUMBER SPECIFIES STYLE, TYPE AND STANDARD OF LIGHT FIXTURE QUALITY, 12. LUMINAIRES INDICATED TO BE PROVIDED WII-H EMERGENCY BATTERY BACK-UP SHALL PROVIDE 1100 LUMENS FOR 90 MINUTES OF CONTINUOUS ILLUMINATION. ALL LUMINAIRES WITH BATTERY BACK-UP SHALL BE WIRED SUCH THAT THE CHARGING UNIT SHALL REMAIN ENERGIZED WHEN LUMINAIRE IS SWITCHED OFF. 13. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LUMINAIRES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE LUMINAIRE CATALOG NUMBER. THE CONTRACTOR SHALL VERIFY THE DEPTH OF ALL RECESSED LUMINAIRES WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO ORDERING LUMINAIRES. ANY DISCREPANCIES THAT WOULD CAUSE RECESSED LUMINAIRES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING LUMINAIRES. Ill CM M N M M LL N � M 00 E CIO l I"- C'7 7 � > N Vim\ Q M N Lo M ca °O LLI F- 0 It U) N U T a 0 co CO o U_� > m vi U a> t- U o3 0 LU L Y �- co co E co rn l Qm O_ o of E LU F- o zco L �o C0 Y_ Ul U) U) O Y 0 Z Q C!) J o7 J Z }, 0 L1J N N Wayne E. Allred P.E. Florida 4�gm,s , 45800 Q Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: GENERAL NOTES, LIGHT FIXTURE SCHEDULE PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC W EA SHEET NUMBER EOm2 ■ GENERAL NOTES 1. POWER AND COMMUNICATION CONDUITS ROUTING AS SHOWN ON THIS SHEET ARE DIAGRAMMATIC AND DO NOT INTEND TO SHOW THE ACTUAL ROUTING CONDITIONS. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SHOWING ACTUAL ROUTING CONDITIONS PER FIELD CONDITIONS. PROVIDE PULL BOXES AS REQUIRED PER APPLICABLE CODES. 2, PRIOR TO COMMENCEMENT OF WORK, CONTACT ALL OTHER SITE CONTRACTORS TO COORDINATE UNDERGROUND UTILITIES. 3. THE DURATION OF ALL OPEN TRENCHING SHALL BE MINIMIZED AND SUBSTANTIAL PERSONNEL/SAFETY BARRICADES, FLASHERS, AND CONSTRUCTION BARRIERS TO PREVENT UNAUTHORIZED ACCESS TO DISTURBED OR NEW AREAS SHALL BE A REQUISITE AND REQUIRED. 4. UNDERGROUND DUCT LINES SHALL BE RUN IN UNDERGROUND PVC PLASTIC CONDUIT SCHEDULE 40 CONFORMING TO NEMA TC-2 AND ANSI/UL 651. 5. ALL DUCT LINES SHALL BE LAID TO A MINIMUM GRADE OF 3" PER 100 FEET. SLOPE MAY BE AWAY FROM THE BUILDING, FROM ONE MANHOLE TO THE NEXT OR BOTH WAYS FROM A HIGHT POINT BETWEEN MANHOLES, DEPENDING ON THE CONTOUR OF THE FINISHED GRADE. LOW POINTS THAT MAY TRAP WATER ARE UNACCEPTABLE. DUCT LINES SHALL BE INSTALLED SO THAT THE TOP OF CONCRETE ENCASED DUCT LINES IS NOT LESS THAN 36" BELOW FINISHED GRADE OR FINISHED PAVING AT ANY POINT. CHANGES IN DIRECTION OF MORE THAN 20", EITHER VERTICAL OR HORIZONTAL, SHALL BE ACCOMPLISHED BY LONG SWEEP BENDS HAVING A MINIMUM RADIUS OF CURVATURE OF 25', EXCEPT THAT MANUFACTURED BENDS MAY BE USED AT THE ENDS OF THE RUN. MANUFACTURED BENDS SHALL HAVE A MINIMUM RADIUS OF 36". DUCTS SHALL BE THOROUGHLY CLEANED BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, THE ENDS OF THE DUCTS SHALL BE PLUGGED TO PREVENT WATER WASHING MUD OR THE WIND FROM BLOWING SAND INTO THE RACEWAYS OR MANHOLES. PARTICULAR CARE SHALL BE TAKEN TO KEEP THE CONDUITS CLEAN OF CONCRETE, DIRT, AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 6.. AFTER CONSTRUCTION OF THE UNDERGROUND CONDUIT SYSTEMS ARE COMPLETED, A STANDARD FLEXIBLE MANDREL NOT LESS THAN 12" LONG AND HAVING A DIAMETER APPROXIMATELY 1/4" LESS THAN THE INSIDE DIAMETER OF THE CONDUIT SHALL BE PULLED THROUGH EACH CONDUIT AFTER WHICH A BRUSH WITH STIFF BRISTLES SHALL BE PULLED THROUGH EACH CONDUIT TO MAKE CERTAIN THAT NO PARTICLES OF SAND, GRAVEL HAVE BEEN LEFT IN THE LINES. THERE SHALL BE A SUITABLE PULL WIRE OR STRING LEFT IN EACH EMPTY CONDUIT. 7. ALL RESPECTIVE UNDERGROUND DUCT LINES SHALL BE CONTINUOUSLY MARKED ("CAUTION - ELECTRICAL LINE BURIED BELOW" FOR POWER DUCT LINES; "CAUTION - TELECOM. LINE BURIED BELOW" FOR TELECOM. DUCT LINES) WITH WARNING TAPE, BURIED APPROXIMATELY 12" ABOVE THE CENTERLINE OF THE DUCT. 8. PROVIDE PULL WIRE IN ALL EMPTY DUCTS. 9. COORDINATE ELECTRICAL SERVICE ENTRANCE CONNECTIONS, INSTALLATION DETAILS AND CHARACTERISTICS TAMPA ELECTRIC AT 813.635.1500 PRIOR TO INSTALLATION OF ELECTRICAL SYSTEMS AND PROVIDE FOR A COMPLETE ELECTRICAL INSTALLATION ACCORDINGLY. 10. COORDINATE VERIZON SERVICE ENTRANCE CONNECTIONS, INSTALLATION DETAILS AND CHARACTERISTICS WITH AT&T BUILDING INDUSTRY CONSULTANT PRIOR TO INSTALLA1ON OF ELECTRICAL SYSTEMS AND PROVIDE FOR A COMPLETE ELECTRICAL INSTALLATION ACCORDINGLY. 11. MINIMUM BURIAL DEPTH OF UNDERGROUND DUCT LINES (WITH THE EXCEPTION OF FPL AND AT&T DUCT LINES) SHALL BE 24" BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. COORDINATE EXACT ROUTING OF ALL NEW ELECTRICAL SYSTEM UNDERGROUND CONDUITS WITH EXISTING/NEW UTILITIES AND ALL OTHER TRADES PRIOR TO COMMENCEMENT OF WORK. GENERAL NOTES: 1. COORDINATE IN -GROUND PULL BOX INSTALLATION REQUIREMENTS WITH THE PULL BOX MANUFACTURER AND PROVIDE ACCORDINGLY FOR A COMPLETE ELECTRICAL INSTALLATION. 2. SPLICES SHALL BE MADE WITH NSI POLARIS BLUE CATALOG NO.ISW-4 CONNECTOR OR APPROVED EQUAL, 3. PROVIDE #6AWG GROUND CONDUCTOR FROM GROUND LUG IN POLE BASE TO THE GROUND ROD. CONDUCTOR SHALL BE EXOTHERMICALLY WELDED TO THE GROUND ROD. 4. REFER TO SITE LIGHTING LUMINAIRE SCHEDULE FOR MOUNTING HEIGHT INFORMATION. BACKFILL WITH NEW CLEAN DRY FILL AND AND COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR. BACKFILL TO A POINT 2" ABOVE FINAL GRADE. PROVIDE GROUNDING CONNECTION TO POLE ASSEMBLY GROUNDING CONDUCTOR. 13"X24"X18" IN -GROUND PULL BOX WITH TRAFFIC RATED COVER AS MANUFACTURED BY SYNERTECH OR APPROVED EQUAL. BRANCH CIRCUIT CONDUITS) AS INDICATED ON PLAN "x10' COPPER -CLAD — GROUND ROD POLE DEPTH DETERMINED BY POLE MANUFACTURER TO SUPPORT SPECIFIED FIXTURE FOR WINDLOADING REQUIREMENTS WITH SITE SOIL CONDITIONS, ZIII i KEYED NOTES O UNDERGROUND POWER PRIMARY CONDUIT RUN STUB AT LOCATION DIRECTED BY FLORIDA POWER CORP. REPRESENTATIVE. COORDINATE WITH TAMPA ELECTRIC REPRESENTATIVE FOR REQUIREMENTS AND CHARACTERISTICS AND PROVIDE FOR A COMPLETE ELECTRICAL INSTALLATON ACCORDINGLY. O PROPOSED POWER PRIMARY CONDUIT RUN, MINIMUM 36" BELOW FINISHED GRADE AND MINIMUM 12" SEPARATION FROM ALL OTHER UTILITIES. CONDUIT PROVIDED AND INSTALLED BY THE CONTRACTOR. PRIOR TO COMMENCEMENT OF WORK, COORDINATE ELECTRICAL REQUIREMENTS, CHARACTERISTICS, AND CONDUIT ROUTING WITH THE TAMPA ELECTRIC REPRESENTATIVE AND PROVIDE ACCORDINGLY FOR A COMPLETE ELECTRICAL INSTALLATION. �3 PROPOSED LOCATION FOR NEW 208Y/12OV, 3-PHASE, 4-WIRE PAD -MOUNT UTILITY TRANSFORMERC. PRIOR TO COMMENCEMENT OF WORK, COORDINTE EXACT LOCATION AND ELECTRICAL REQUIREMENTS AND CHARACTERISTICS WITH THE TAMPA ELECTRIC REPRESENTATIVE AND PROVIDE ACCORDINGLY FOR A COMPLETE ELECTRICAL INSTALLATION. ® UNDERGROUND POWER FEEDER RUN FROM UTILITY TRANSFORMER SECONDARY TO RESPECTIVE BUILDING ELECTRICAL ROOM. FEEDER PROVIDED AND INSTALLED BY THE CONTRACTOR. REFER TO DIAGRAMMATIC POWER SYSTEM RISER DIAGRAM FOR ADDITIONAL INFORMATION. O COORDINATE TERMINATION LOCATION OF UNDERGROUND TELECOMMUNICATIONS SERVICE ENTRANCE CONDUIT RUN (MINIMUM 36" BELOW FINISHED GRADE) WITH TELEPHONE PROVIDER REPRESENTATIVE. COORDINATE WITH REPRESENTATIVE FOR REQUIREMENTS AND CHARACTERISTICS AND PROVIDE FOR A COMPLETE ELECTRICAL INSTALLATION ACCORDINGLY. © UNDERGROUND 2-4" TELECOMMUNICATIONS SERVICE ENTRANCE CONDUITS RUN FROM SERVICE ENTRANCE POINT OF CONNECTION TO BUILDING DATA ROOM. TELECOMMUNICATIONS CONDUITS PROVIDED AND INSTALLED BY THE CONTRACTOR. PRIOR TO COMMENCEMENT OF WORK, COORDINATE ELECTRICAL REQUIREMENTS AND CONDUIT ROUTING WITH THE TELEPHONE PROVIDER REPRESENTATIVE AND PROVIDE ACCORDINGLY FOR A COMPLETE ELECTRICAL INSTALLATION. 0 FOR NEW MONUMENT SIGN. PROVIDE (2)#10, (1)#10 GND, IN 1" CONDUIT. COORDINATE FINAL SIGN LOCATION WITH SIGNAGE PLANS. TIME SWITCH AND LIGHTING CONTACTOR SCHEDULE TS TORK #DLC400, 4-CHANNEL DIGITAL TIME SWITCH, SPDT, WITH PHOTOCELL EPC2 INCLUDED WITH REMOTE OVERRIDE FOR EACH CHANNEL. CHANNEL 1 CONTROLS LIGHTING CONTACTOR LC1, CHANNEL 2 CONTROL LIGHTING CONTACTOR LC2, CHANNEL 3 CONTROLS LIGHTING CONTACTOR LC3, CHANNEL 4 CONTROL THE CANOPY LIGHTS ON SWITCH '1' AND THE LANE CONTROL SIGNS, CIRCUIT LP3-1. CONNECT TO CIRCUIT LP3-23 FOR POWER. CONNECT INCLUDEDPHOTOCELL. CONNECT RMOVE MANUAL OVERRIDE FOR LP3-1 LANE 2 IN THE LANE STATUS CONTROL STATION. LC1 SQUARE D #8903-LG40-V02, LIGHTING CONTRACTOR, ELECTRICALLY HELD, 4-POLE, 30A CONTACTS, 120 VAC COIL, IN A NEMA 1 ENCLOSURE FOR CONTROL OF EXTERIOR BUILDING SIGNS, CIRCUITS LP3-25,27,29,31. PHOTOCELL ON AND TIME SWITCH OFF. CONTROLLED BY TIME SWITCH, CHANNEL 1. LC2 SQUARE D #8903-LG40-VO2, LIGHTING CONTACTOR, ELECTRICALLY HELD, 4 POLE, 30A CONTACTS, 120 VAC COIL, IN A NEMA 1 ENCLOSURE. FOR CONTROL OF PARKING LOT LIGHTS, CIRCUITS LP3-35,37,39,41. PHOTOCELL ON AND TIME SWITCH OFF. CONTROLLED BY TIME SWITCH, CHANNEL 2. LC3 SQUARE D #8903-LG40-VO2, LIGHTING CONTACTOR, ELECTRICALLY HELD, 4 POLE (1 SPARES) 30A CONTACTS, 120 VAC COIL, IN A NEMA 1 ENCLOSURE. FOR CONTROL OF THE CANOPY LIGHTS ON SWITCH 'e', WALL PACK FIXTURE, BOLLARDS, UPPER TOWER LIGHTING LP3-34, AND THE MONUMENT SIGN, CIRCUITS LP3-33. PHOTOCELL ON AND PHOTOCELL OFF. CONTROLLED BY TIME SWITCH, CHANNEL 3. CONNECT REMOTE MANUAL OVERRIDE FOR LP3-3 LANES 1 AND 3 IN THE LANE STATUS CONTROL STATION. TAPERED CONCRETE POLE. POLE SHALL BE DESIGNED FOR WINDLOADING BASED ON ASCE 7-98 FOR VELOCITY OF NOT LESS THAN 155 MPH WITH IMPORTANCE FACTOR OF 1.15. CONTRACTOR SHALL SUBMIT CERTIFIED WIND LOAD CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. HANDHOLE WITH COVERPLATE. FINISHED GRADE UNDISTURBED EARTH -COMPACT EARTH BELOW EACH POLE PRIOR TO INSTALLATION. TYPICAL DIRECT BURIED CONCRETE POLE DETAIL 1 No Scale SITE LIGHTING SCHEDULE REQUIRED LAMPS TYPE DESCRIPTION MANUFACTURER MODEL NUMBER VOLTAGE VA REMARKS NUM. TYPE QUARE AREA LIGHT, SR3FL HS LITHONIA KVF2-40OM-SR3FL-HS POLE SHALL BE DESIGNED FOR WINDLOADING BASED ISTRIBUTION, FLAT LENS. POLE MTD 30' AFG 400W ON ASCE 7-98 FOR VELOCITY OF NOT LESS THAN SA 208 1 MH 478 155 MPH WITH IMPORTANCE FACTOR OF 1,15. CONTRACTOR SHALL SUBMIT CERTIFIED WIND LOAD CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. SQUARE AREA LIGHT, SR4SC DISTRIBUTION, LITHONIA KVF2-400M-SR4SCFL POLE SHALL BE DESIGNED FOR WINDLOADING BASED FLAT LENS. POLE MTD 30' AFG 4DOW ON ASCE 7-98 FOR VELOCITY OF NOT LESS THAN SB 208 1 MH 478 155 MPH WITH IMPORTANCE FACTOR OF 1.15. CONTRACTOR SHALL SUBMIT CERTIFIED WIND LOAD CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. TRAPAZOIDAL WALL MOUNTED FLOOD LIGHT, LITHONIA WST 175MH FT 175W 213 WALL MOUNTED 12'A.F.F. FORWARD THROW DISTRUBUTION FLAT LENS. WALL MOUNTED 12' A.F.G. MH 208 L7 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com O Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 Mift' 1400 m r� c ry > Cv M 04CJ 12 m to 00 CO 11J C) CCv 56 Y Ul U) U) O Y Z Q (n J U) J z � 2 0 W a N N Wayne E. Allred P.E. Florida Lice ��45800 n 0 n e q o �L• Seal �IIYY7/ This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: SITE PLAN ELECTRICAL PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC WEA SHEET NUMBER SITE PLAN -ELECTRICAL SCALE 1 " = 20'-0' 1 El mO 0 0 Q d- O d- N O O N \ 0 w LLJ i Q 0 i C, N I m 0 y O u� O O W 0 0 i 0 0 c� J NAME PLATE (TYPICAL OF 4) SINGLE POLE, SINGLE THROW FOR OVERRIDE CONTROL OF THREE (3) POSITION MAINTAINED TOGGLE SWITCH, HUBBELL #HBL1221W DRIVE THROUGH CANAPY LIGHTS CONTACT SWITCH WITH CENTER OFF, HUBBELL #HB1385W, FOR CONTROL OF TYPE 15" FIXTURES (TYPICAL OF 2) NOTES: LANE LANE OVERRIDE OVERRIDE NAME PLATE TO BE WHITE "LAMICOD" 1 2 LANES 1&2 LANE 2 WITH INNER BLACK LEYER TO SHOW 0 BLACK LETTERS WHEN ENGRAVED. WHITE FLUSH SUBMIT DRAWING FOR APPROVAL TRIM PLATE OPEN a OPEN a OPEN a OPEN a BEFORE FABRICATION OFF OFF a OFF ■ OFF ® COORDINATE DESIGN OF LANE STATUS CLOSED b CLOSED b CLOSED b CLOSED b CONTROL PANEL WITH ARCHITECT PRIOR m 0 IT TO FABRICATION NE STATUS CONTROL STATION N.T.S. �4 KEYED NOTES �1 LANE STATUS CONTROL STATION. REFER TO DETAIL ON SHEET E2.0 FOR ADDITIONAL INFORMATION. Oj PHOTOCELL MOUNTED ON EXTERIOR WALL. EXACT LOCATION AND MOUNTING HEIGHT TO BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH -IN. LANE CONTROL SIGN. SIGN CONTRACTOR TO FURNISH, INSTALL, AND MAKE FINAL CONNECTIONS TO THE SIGNS. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL JUNCTION BOXES, CONDUIT, AND ® PROVIDE PORCELAIN SOCKET LIGHT FIXTURE WITH PULL CHAIN AND DUPLEX RECEPTACLE IN ATTIC WIRING FOR THE SIGNS. ELECTRICAL CONTRACTOR TO COORDINATE THE EXACT ROUGH -IN AT EACH ATTIC ACCESS HATCH. VERIFY LOCATIONS OF HATCHES WITH ARCHITECTURAL. REQUIREMENTS WITH THE SIGN CONTRACTOR AND ADJUST ACCORDINGLY. �9 PROVIDE RIGID CONDUITS FEEDING LIGHT FIXTURES IN PRE-ENGINEERED CANOPY. CONDUITS ARE O3 SIGN FOR ATM TO BE ON A 24-HOUR NON -SWITCHED CIRCUIT. EXPOSED AND RUN ON TOP OF CANOPY. COORDINATE WITH PRE-ENGINEERED CANOPY INSTALLER AND ADJUST ACCORDINGLY. ® EACH LANE CONTROL SIGN IS TO HAVE A JUNCTION BOX MOUNTED BEHIND THE FACIA WITH ACCESS THROUGH THE ACCESS PANEL PROVIDED ON THE UNDERSIDE OF THE CANOPY. SEE 10 PROVIDE AN UNSWITCHED JUNCTION BOX AT 80"AFF FOR ATM SURROUND LIGHTING. ARCHITECTURAL DRAWINGS FOR ACCESS PANEL LOCATIONS. 11 CONNECT LOUNGE 111 SECURITY MONITOR RECEPTACLE TO LOCAL LIGHT SWITCH, REFER TO SHEET O LED FIXTURES 'L6A' AND 'L6B' ARE PROVDED IN PRE-ENGINEERED CANOPY BY CANOPY E3.0 FOR RECEPTACLE LOCATION. MANUFACTURER. CANOPY MANUFACTURER TO FURNISH, INSTALL, AND MAKE FINAL CONNECTIONS TO THE FIXTURES. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL JUNCTION BOXES, CONDUIT, 12 WALL MOUNTED LIGHTING FIXTURE 17" TO BE RECESS MOUNTED 12'-0"A.F.F. ELECTRICAL AND WIRING FOR THE FIXTURES. ELECTRICAL CONTRACTOR TO COORDINATE THE EXACT ROUGH -IN CONTRACTOR TO COORDINATE THE EXACT ROUGH -IN REQUIREMENTS WITH THE ARCHITECT. FIXTURES REQUIREMENTS WITH THE CANOPY INSTALLER AND ADJUST ACCORDINGLY. CANOPY FIXTURES ARE TO ARE TO BE CONTROLLED BY TIME SWITCH AND LIGHTING CONTACTOR, LC2. BE CONTROLLED BY TIME SWITCH AND LIGHTING CONTACTOR, LC3 WITH MANUAL OVERRIDE SWITCHES IN THE LANE STATUS CONTROL STATION. REFER TO 'LANE STATUS CONTROL STATION' 13 EXTEND CONDUIT AND CONDUCTORS TO UPPER TOWER LIGHTING "LA1 AND LA2". SEE 3/E2.01 DETAIL ON SHEET E2.0 FOR CONNECTION SCHEMATIC. FOR CONTINUATION. CIRCUIT AS INDICATED VIA LC3. JUNCTION BOX ON INSIDE OF EXTERIOR WALL FOR BUILDING SIGN. REFER TO ARCHITECTURAL 14 LIGHT FIXTURE SHALL BE ANP LIGHTING ORB220-WM35-RWT-MH100-120VOLT. VERIFY COLOR, ELEVATIONS FOR SIGN LOCATIONS, FIELD COORDINATE ROUGH -IN REQUIREMENTS WITH SIGNS TO BE OPTIONS, ETC. WITH ARCHITECT PRIOR TO ORDERING. INSTALLED AND ADJUST ACCORDINGLY. ALSO EXTEND TO CONNECT TO UPPER TOWER SIGN, SEE 3 E2.0. GENERAL NOTES 1. ALL LIGHTS LABELED 'NL' ARE NIGHT LIGHTS THAT ARE TO BE CONNECTED UNSWITCHED. 2. ALL EXIT LIGHTS 120' SHALL BE CONNECTED TO THE CIRCUIT INDICATED ON THE LINE SIDE OF THE LOCAL LIGHTING SWITCH. 3. ALL EMERGENCY BATTERY FIXTURES (HATCHED FIXTURES) SHALL BE CONTROLLED BY THE LOCAL LIGHTING SWITCH AS INDICATED. EXTEND BATTERY WIRING TO THE LINE SIDE OF THE LOCAL LIGHTING SWITCH AND CONNECT FOR PROPER EMERGENCY BALLAST OPERATION. 4. REFER TO TIME SWTICH AND CONTACTOR SCHEDULE ON SHEET ELL FOR EXTERIOR WIRING CONNECTIONS AND REQUIREMENTS. 5. ALL TYPE IV AND 'L1-EM' LIGHT FIXTURES ARE TO BE MOUNTED WITH THE LAMPS IN THE SAME DIRECTION WITH RESPECT TO THE BANK ENTRANCE. 6. ALL PENDANT FIXTURES 19' AND 110' AND WALL WASH FIXTURES 113' IN THE PUBLIC LOBBY AREA ARE TO BE CONNECTED TO A CONSTANT -ON CIRCUIT WITH A LOCK -ON CIRCUIT BREAKER. EXACT LOCATIONS OF PENDANT FIXTURES ARE TO BE COORDINATED WITH THE ARCHITECTURAL FURNITURE LAYOUT. 7. SECURELY FASTEN EACH RECESSED GRID LIGHT FIXTURE TO THE CEILING SYSTEM WITH APPROPRIATE SUPPORT BRACKETS AND CLIPS PER INDUSTRY STANDARDS. NIL L L1 10 L1 10 L1 L1-EMVII L10 L1 L f U-0 + � � � - L1 L1 I L6B L6A \ \ Ll L10 L1 ' 1 50 1 O5 � 3 O5 3 a f 0 0 f o 0 a 9 1 L2-EM L1 L9 NIL E:1 L6A L6B L1 i/ F. J THRU LP- NL NIL LP3-31 l Tijil THRU LC1 ---- ----� _ T�i 6 �O 4 THRU LC2 LP3-36 14 10'-6"AFF 14 10'-6"AFF THRU LC2 / L1--EM NIL GO'" IFORT ZONZ j !O4 \ L1 L1 L1 S. Orange Avenue Suite 1600 FN255 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 LO co M N CM LL N co E E00 M U_ 3 � N Q M N LO M co 00 w F- 0 d- N T a o c co 0 a� a> vi co Ln U) O Y Z Q U) J U) J z 0 W n. N N Wayne E. Allred P.E. Florida License �45800 F �f w 0 I AfE 0 LQ D � Seal ` r , r�r This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 05-20-11 PROTOTYPE ADJUSTMENTS NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: LIGHTING PLAN PROJECT NO.: 50568.12 ISSUE DATE: 07.15.2011 DRAWN BY: CAC CHECKED BY: W EA SHEET NUMBER E2.0 SCALE 1 /4" = V-0" L_t_ _ I I !_ KEYED NOTES O1 MOTORIZED SHADE INSTALLATION, REFER TO DETAIL 2 ON SHEET E4.0 FOR ROUGH -IN REQUIREMENTS. PROVIDE APPROPRIATE ROUGH -INS AND FINAL CONNECTIONS TO MOTORIZED SHADES. FIELD COORDINATE EXACT REQUIREMENTS WITH INSTALLING CONTRACTOR AND ADJUST ACCORDINGLY. O2 FLUSH MOUNTED JUNCTION BOX AT 8" AFF FOR CONNECTION (VIA FLEXIBLE WHIP) TO OUTLETS LOCATED IN THE PARTITION SYSTEM. UTILIZE HARD WIRED OUTLETS LOCATED IN THE FURNITURE PARTITION. ELECTRICAL CONTRACTOR TO INSTALL AND WIRE ALL ELECTRICAL OUTELTS ALONG WITH ALL RELATED SYSTEM COMPONENTS WITHIN THE MODULAR PARTITION SYSTEM PANELS TO PROVIDE A COMPLETE OPERATING SYSTEM. WHEN REQUIRED BY LOCAL AUTHORITIES, WIRING TO ELECTRICAL OUTLETS SHALL BE RUN IN CONDUIT BY THIS ELECTRICAL CONTRACTOR. FIELD VERIFY EXACT PARTITION REQUIREMENTS WITH PARTITION CONTRACTOR AND ADJUST ACCORDINGLY. O3 PROVIDE A 24/7 POWERED DUPLEX RECEPTACLE IN THE CEILING CAVITY MOUNTED ON THE WALL ABOVE THE DOOR FOR THE DYE PACK TRANSMITTER. ® DETEX EXIT ALRM BY GENERAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A TRANSFORMER ABOVE THE FINISHED CEILING, PROVIDE APPROPRIATE FEED THROUGH HINGE LOOP TO PUSH BAR ELECTRIC EXIT ALARM, FIELD VERIFY EXACT ROUGH -IN REQUIREMENTS AND ADJUST ACCORDINGLY. O PROVIDE FLUSH, SINGLE 120V, 1� GROUNDING TYPE RECEPTACLE MOUNTED VERTICALLY BELOW LAVATORY FOR AUTOMATIC SENSOR FAUCET. FIELD COORDINATE EXACT REQUIREMENTS AND LOCATION PRIOR TO ROUGH -IN AND ADJUST ACCORDINGLY. © PROVIDE C/T METERING CABINET ON EXTERIOR FACE OF BUILDING. REFER TO DIAGRAMMATIC POWER SYSTEM RISER FOR ADDITIONAL INFORMATION. O7 FLUSH FLOOR BOX WITH THE FOLLOWING: (2) DATA OUTLETS, (2) TELEPHONE OUTLETS, (1) QUAD RECEPTACLE OUTLET (ONE STANDARD AND ONE ISOLATED GROUND DUPLEX). WIREMOLD RFB4 SERIES CAST IRON FLOOR BOX WITH POWER AND COMMUNICATION ACCESSORIES AS REQUIRED PLUS APPROPRIATE COVER PLATE IN BRASS FINISH. CONTRACTOR TO FURNISH AND INSTALL FLOOR BOX AND ALL OUTLETS, CONNECTIONS, ETC. COORDINATE ROUGH -IN LOCATION FOR DRINKING FOUNTAIN RECEPTACLE WITH SHOP DRAWINGS. 0 FOR SECURITY MONITOR. CONNECT TO LOCAL LIGHT SWITCH. REFER TO LIGHTING PLANS FOR ADDITIONAL INFORMATION. 10 SEE DATA ROOM ELEVATION DETAILS ON SHEET E7.0 FOR POWER REQUIREMENTS. 11 MAINTAIN REQUIRED WORKING CLEARANCES FOR ALL ELECTRICAL PANELS PER NEC. 12 IF AN IRRIGATION SYSTEM IS BEING PROVIDED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A 120V DUPLEX OUTLET IN THE LOCATION OF THE IRRIGATION SERVICE TO POWER THE IRRIGATION CONTROLLER, THE ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE A 1" CONDUIT STUB OUT OF THE BUILDING TO FACILITATE THE IRRIGATION SYSTEM WIRING. IRRIGATION SYSTEM REQUIREMENTS TO BE DETERMINED PER PROJECT SITE. IF PROVIDED, EXACT LOCATION AND ROUGH -IN REQUIREMENTS ARE TO BE FIELD VERFIIED AND ADJUSTED ACCORDINGLY. 13 SEE DRIVE -THROUGH TELLER COUTNER ELEVATION DETAIL ON SHEET E7.0. 14 WIREMOLD G4000 STEEL WIRE RACEWAY WITH DIVIDER FOR POWER AND COMMUNICATIONS MOUNTED ON FLOOR, RUN ENTIRE LENGTH OF LINE STOPPING 12" FROM EACH END WALL. 15 NOT USED. 16 FOR FUTURE ATM INSTALLATION, ROUTE 1j" EMPTY CONDUIT TO PANEL PP1 AND PROVIDE PULL WIRE, 17 STANDALONE DUCT DETECTOR, INSTALLED IN DUCT BY HVAC CONTRACTOR, WIRING BY ELECTRICAL CONTRACTOR, SYSTEM SENSOR MODEL DH400ACDC OR EQUIVALENT. 18 POWER PULLBOX - 8"X8"86" PVC PULLBOX WITH SIDEWALK RATED GASKET TOP SECURED WITH SCREWS. 19 ATM PULLBOX - 12"X12"X6" PVC PULLBOX MOUNTED FLUSH IN CONCRETE. 20 ATM TOPPER PULLBOX - 2"X4"X2" PVC PULLBOX MOUNTED FLUSH IN CONCRETE. 21" UNDERGROUND CONDUIT FROM POWER PULLBOX TO ATM PULLBOX FOR POWER TO ATM. PROVIDE " NON-METALLIC LIQUID -TIGHT CONDUIT FOR POWER INTO ATM. 22" UNDERGROUND CONDUIT FROM POWER PULLBOX THROUGH ATM PULLBOX TO ATM TOPPER PULLBOX FOR POWER TO ATM TOPPER. PROVIDE "" NON-METALLIC LIQUID -TIGHT CONDUIT FOR POWER INTO ATM TOPPER. 23 J" UNDERGROUND CONDUIT WITH PULL STRING FROM POWER PULLBOX TO ATM PULLBOX FOR POWER TO FUTURE ATM. 24 J" UNDERGROUND CONDUIT WITH PULL WIRE FROM POWER PULLBOX THROUGH ATM PULLBOX TO ATM TOPPER PULLBOX FOR POWER TO FUTURE ATM TOPPER. 25 FIRE/SMOKE RELAY CONTROLLED BY ADJACENT DETECTOR. — — — — — — — — — — O O 10 FOR ATM CIRCUIT 17, 12 FOR ATM TOPPER CIRCUIT 15,1 10 GND. LP1-15,17 18 16 GENERAL NOTES 1. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK. 2. VERIFY AND COORDINATE ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO COMMENCEMENT OF WORK. 3. COORDINATE WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR FOR THE EXACT LOCATION OF HVAC EQUIPMENT PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH THE MECHANICAL CONTRACTOR AND PROVIDE FOR REQUIRED CODE COMPLIANT CLEARANCES AND COMPLETE ELECTRICAL INSTALLATION ACCORDINGLY. 4. ALL POWER CONNECTIONS TO FURNITURE (WHERE APPLICABLE) ARE TO BE BY THE ELECTRICAL CONTRACTOR. FINAL DATA/COMMUNICATIONS CABLING AND CONNECTIONS ARE TO BE BY OTHERS. COORDINATE EXACT LOCATIONS AND CONNECTION REQUIREMENTS WITH THE FURNITURE SUPPLIER/INSTALLER PRIOR TO ROUGH —IN. 5. ANY COUNTERTOP OUTLETS AT OR ABOVE 42" TO BE MOUNTED VERTICALLY. ANY COUNTERTOP OUTLETS BELOW 42" TO BE MOUNTED HORIZONTALLY. 6. ALL DEVICES, SWITCHES, RECEPTACLES, AND THEIR COVER PLATES SHALL BE WHITE. ALL BLANK JUNCTION BOXES SHALL BE WHITE. 7. ISOLATED RECEPTACLES SHALL BE ORANGE WITH WHITE COVER PLATE. 16 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE WWW.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 lt1) M M N M C6 LL N ' ai C1 E 00 0 co N Q M N L N co T cc 00 LU 0 N T a m .o > `L U W C> m ti ca C L to Qm E U C 0 o' m 0 U) W O Y Z Q U) 00-0 TZ J_ 2 a— W N Wayne E. Allred P.E. Florida License �45800 r- `�� w Fn � Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: POWER PLAN PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC W EA SHEET NUMBER E10 SCALE 1/4" = 1'-0" KEYED NOTES ( 4" x 4"X 21" JUNCTION BOX. PROVIDE A J "C. WITH PULL WIRE BACK TO ALARM PANEL. VERIFY 10 PROVIDE "CONDUIT FROM DATA ROOM TO CANOPY ROOF FOR SATELLITE CABLING. VERIFY EXACT 20 REMOTE DUCT MOUNTED SMOKE DETECTOR TEST SWITCH. MOUNTING HEIGHT PRIOR TO ROUGH -IN. LOCATION WITH OWNER'S CONTRACTOR. 21 REFER TO ELEVATIONS ON SHEET E7.0 AND ARCHITECTURAL INTERIOR ELEVATIONS FOR PLACEMENT 2 O 4" x 4" x 21" JUNCTION BOX WITH BLANK COVER FIELD COORDINATE EXACT ROUGH -IN REQUIREMENTS 11 TO CSERVICEWGROUND HDETAIL YON UE9.OB OF DEVICES IN THIS AREA. PRIOR TO ROUGH -IN AND ADJUST ACCORDINGLY). PROVIDE A 1"C. WITH PULL WIRE TO ALARM ELECTRICAL BAR. REFER ER TO GROUND BAR SHEET FOR CONTROL CABINET.. ADDITIONAL INFORMATION. 22 PROVIDE A CARD READER DOOR ACCESS ENTRY SYSTEM WITH ELECTRIC STRIKE, SYSTEM CONTROL PANEL, CONCEALED CONDUIT, WIRING, ETC. FOR A COMPLETE OPERATING SYSTEM. SEE HARDWARE '"C WITH FLUSH MOUNTED JUNCTION BOX TO UNDERSIDE OF CANOPY. COORDINATE INSTALLATION 12 (2) 1-1/2" CONDUIT WITH PULL WIRE FROM ATM TO DATA ROOM. ATM CONDUIT AND PULLWIRE TO SPECIFICATIONS SECTION. CONNECT TO PANEL 'LP3'. WITH SECURITY CONTRACTOR. TERMINATE UNDER CEILING SLEEVES IN DATA ROOM. REFER TO SHEET E6.0. 23 ELECTRIC STRIKE FOR RIGHT DOOR OPERATION ONLY. PROVIDE (3) 12" LONG 4" CONDUIT SLEEVES THRU CEILING. PROVIDE INSULATED BUSHING ON 13 O STUB ONE (1) 11" CONDUIT WITH PULL WIRE FROM VAT MACHINE TO UNDER DEAL DRAWER AT 24 THE ELECTRICAL CONTRACTOR SHALL PROVIDE A RACEWAY TO THE RIGHT SIDE OUTER AND INNER EACH SIDE. TELLER AREA FOR EACH CCTV/VAT UNIT COMMUNICATIONS. EXTEND ONE (1) 2" CONDUIT WITH VESTIBULE DOOR FRAMES FOR THE PURPOSE OF RUNNING WIRES FOR THE ELECTRIC DOOR STRIKE, PULL WIRE UNDERGROUND FROM UNDER DEAL DRAWER TO DATA ROOM. SEE ELEVATION ON SHEET OVERRIDE KEY SWITCH, DOOR OPERATOR AND ASSOCIATED EQUIPMENT. THE ELECTRICAL CONTRACTOR I� WIREMOLD C4000 STEEL WIRE RACEWAY WITH DIVIDER FOR POWER AND COMMUNICATIONS MOUNTED E7.0. COORDINATE EXACT LOCATION AND ROUTING WITH THE ARCHTIECT. VERIFY EXACT SHALL FURNISH AND INSTALL ALL CONDUIT AND JUNCTION BOXES INCLUDING FLEXIBLE CONDUIT, IF ON FLOOR. RUN ENTIRE LENGTH OF TELLER LINE WITH DEVICES AS INDICATED ON PLAN. REQUIREMENTS WITH EQUIPMENT MANUFACTURER. REQUIRED, AS WELL AS PULL WIRES AS REQUIRED. © EXTEND PHONE LINE UP WALL PARTITION FROM FLOOR MOUNTED RACEWAY FOR TELEPHONE 14 NOT USED. 25 DATA PULLBOX. 8" x 8" x 6" PVC PULLBOX WITH SIDEWALK RATED GASKET TOP SECURED WITH MOUNTED AT 54 . COORDINATE EXACT LOCATION WITH THE ARCHTIECT. SCREWS. O7 PROVIDE OUTLET AT 114" AFF FACING INTO ROOM 102 ABOVE CEILING FOR WI-FI ANTENNA. 15 DPT SYSTEM MOUNTED 12" BELOW ROOF STRUCTURE AND ABOVE FINISHED CEILING. 2g ATM PULLBOX. 12" x 12" x 6" PVC PULLBOX MOUNTED FLUSH IN CONCRETE. PROVIDE A J" C. FROM OUTLET STUBBED UP INTO CEILING SPACE OF LOBBY AREA. 16 PROVIDE RING EXTENSION FOR J" GYPSUM BOARD AND J" PLYWOOD FOR ALL WALL MOUNTED JUNCTION BOXES IN DATA ROOM. 27 4" CONDUIT WITH PULL WIRE FROM DATA PULLBOX TO ATM PULLBOX FOR DATA TO ATM. PROVIDE WIREMOLD RFB4 SERIES CAST IRON FLUSH FLOOR BOX WITH POWER AND COMMUNICATIONS" NON-METALLIC LIQUID -TIGHT CONDUIT FOR DATA INTO ATM. ACCESSORIES AS REQUIRED PLUS APPROPRIATE COVER PLATE IN BRASS FINISH. 17 REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FURNITURE PARTITIONS. 28 3" CONDUIT WITH PULL WIRE FROM DATA PULLBOX TO ATM PULLBOX FOR DATA TO FUTURE ATM. Og J"C. WITH PULL WIRE STUBBED INTO ACCESSIBLE CEILING SPACE FOR CCTV CABLING BY SECURITY 18 REFER TO SHEET E9.0 FOR UNDERGROUND CONDUIT AND CABLING ROUTING FOR DEVICES IN THIS CONTRACTOR. AREA. 2q O PUSH BUTTON LOCATION. PROVIDE CONNECITON TO ACTUATOR MOUNTED 48"A.F.F. FOR 19 FLUSH MOUNTED JUNCTION BOX AT 13" AFF FOR CONNECTION (VIA FLEXIBLE WHIP) TO SINGLE DOOR EGRESS. PROVIDE ALL CONDUIT, JUNCTION BOXES INCLUDING FLEXIBLE COMMUNICATION OUTLETS LOCATED IN PARTITION SYSTEM. CONDUIT, IF REQUIRED, AS WELL AS PULL_ WIRES AS REQUIRED. 0 Q 00 N N O O N O W u i ra Q U a N m 0 0 0 i 0 0 N GENERAL NOTES 1. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK. Suite 1600 131 255 S. Orange Avenue Orlando, Florida 32801 Phone: 407-841-9050 Fax: 407-425-7367 ENGINEERING FOR ARCHITECTURE www.tic-engineers.com Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 Q �/� LO co o M N co J N LL N C ai a � VJ I�" � /* rn N > V\ `6 N � LM CD00 CO w 0 vj N U � a Q C7 co m w � a> C6 v U o w co U Co = co co CO U � am O E o M ~ w o Co CU iML IMF Ln U) U) O Y Z Q fn J U) J z 0 W a LLJ N N Wayne E. Allred P.E. Florida �lj,ver,,4, 00 t ff 9 ANY. CEF \ SealI This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: SYSTEMS PLAN PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC W EA SHEET NUMBER E4mO FLOOR; PLAN - SYSTEMS 1/4"= 0 PROVIDE 1-POLE, MOTOR RATED SWITCH WITH OVERLOAD PROTECTION, RATED FOR 20 AMPS. FPROVIDE NEMA 1 ENCLOSURE AT INDOOR FAIN COIL UNIT AND NEMA 3R ENCLOSURE AT EXTERIO1 CONDENSING UNIT FOR MEANS OF DISCONNECT. PROVIDE 120V, CONNECTION TO THE EXTERIOR CONDENSING UNIT AND REQUIRED INTERCONNECTION TO THE INDOOR UNIT. OUTLET FORVAT MOTOR LOCATED WITHIN VAT BLOWER MOTOR ENCLOSURE ON THE ROOF. FIELD ( c)nRr)INATF FYA(.T RF01IIRFMFNTC AND Af).11 ICT Ar.rnPniKjciY VERIFY AND COORDINATE ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO COMMENCEMENT OF WORK, COORDINATE WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR FOR THE EXACT LOCATION OF HVAC EQUIPMEN PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH THI MECHANICAL CONTRACTOR AND PROVIDE FOR REQUIRED COD COMPLIANT CLEARANCES AND COMPLETE ELECTRICAL INSTALLATION ACCORDINGLY. O Q 0 N O O N d- f� r� O W N N W z I 0 Q U a Q N c 0 m 0 0 U I O O (D J 7 r O O N J 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 Fax: 407-425-7367 Lo 0 co ENGINEERING FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. Q (0 "It M N N M EB #0000015 TLC NO:110045 C6 M E CIO N Co � rn > N Q Q CM N t N (r) cT IM 00 w 0 U) N C� 2 a Q 0 CO _� m o N tL !11 � N to U m U 0 o w CO ti E CO Q m U) " CO O E o DC CO ~ w o z c :TZ CO ❑�i —L--------J ----- \ r I ! i I� I i I � I I .I I i r-7 ! I f I i I it I (j _.y L - J \ I I i LLI I I iE&IIIIIIIII, Ul U) Y O Y Z Q J J_ LU N Wayne E. Allred P.E. Florida License �45800 s r 6 { Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 rn z O O U 2 a LU N NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: ROOF PLAN ELECTRICAL PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC W EA SHEET NUMBER E&O ROOF PLAN - ELECTRICAL SCALE 1/4" = 1'-0" GENERAL NOTES 1. POWER AND COMMUNICATION CONDUITS ROUTING AS SHOWN ON THIS SHEET ARE DIAGRAMMATIC AND DO NOT INTEND TO SHOW THE ACTUAL ROUTING CONDITIONS. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SHOWING ACTUAL ROUTING CONDITIONS PER FIELD CONDITIONS. PROVIDE PULL BOXES AS REQUIRED PER APPLICABLE CODES. 2. PRIOR TO COMMENCEMENT OF WORK, CONTACT ALL OTHER SITE CONTRACTORS TO COORDINATE UNDERGROUND UTILITIES. 3. THE DURATION OF ALL OPEN TRENCHING SHALL BE MINIMIZED AND SUBSTANTIAL PERSONNEL/SAFETY BARRICADES, FLASHERS, AND CONSTRUCTION BARRIERS TO PREVENT UNAUTHORIZED ACCESS TO DISTURBED OR NEW AREAS SHALL BE A REQUISITE AND REQUIRED. 4. AFTER CONSTRUCTION OF THE UNDERGROUND CONDUIT SYSTEMS ARE COMPLETED, A STANDARD FLEXIBLE MANDREL NOT LESS THAN 12" LONG AND HAVING A DIAMETER APPROXIMATELY 1/4" LESS THAN THE INSIDE DIAMETER OF THE CONDUIT SHALL BE PULLED THROUGH EACH CONDUIT AFTER WHICH A BRUSH WITH STIFF BRISTLES SHALL BE PULLED THROUGH EACH CONDUIT TO MAKE CERTAIN THAT NO PARTICLES OF SAND, GRAVEL HAVE BEEN LEFT IN THE LINES. THERE SHALL BE A SUITABLE PULL WIRE OR STRING LEFT IN EACH EMPTY CONDUIT. 5. PROVIDE PULL WIRE IN ALL EMPTY DUCTS. 3/4"C WITH PULLWIRE 3/4"C WITH PULLWIRE 3/4"C WITH PULLWIRE UNDERGROUND FROM UNDERGROUND FROM UNDERGROUND FROM PANEL LP2 STUBBED PANEL LP2 STUBBED PANEL LP2 STUBBED UP FROM OFFICE UP FROM OFFICE UP FROM OFFICE RECEPTACLES RECEPTACLES RECEPTACLES I i 3/4"C WITH PULLWIRE 3/4"C WITH PULLWIRE ! TO DATA ROOM TTO DATA ROOM -- ! I � I� II, i ! I j I 1 4- 3/4"C WITH PULLWIRE UNDERGROUND FROM 3/4"C WITH PULLWIRE I PANEL LP2 STUBBED TO DATA ROOM I UP FROM OFFICE RECEPTACLES 203, 'I --- 1/2"C WITH PULLWIRE !UND ERGROUND STUBBED UP ! AT PEDISTAL FOR CARD lie OUNCE I ! READER 3/4"C UNDERGROUND SYSTEM FROM CONTROL UNIT II1 FRO , CIE&7E3JLE !IN ATM ROOM 102 FIELD TO TEL STU I) 101 iVERIFY EXACT LOCATION CONDUI _ !STUB UP LOCATION WITH CONCEALED IN WALL / — 7 iARCHTTECT PRIOR TO ROUGH iIN AND ADJUST ACCORDINGLY FIELD COORDINATE EXACT LOCATION WITH j i1/2 C WITH PULLWIRE ARCHITECT 7 UNDERGROUND STUBBED UP FROM T I iPEDISTAL FOR CARD READER SYSTEM TO DOOR JAMB. O 1-1/4"C (WITH PULLWIRE FOR DATA) I !COORDINATE STUB UP LOCATION FLU—] 2 4"C WITH PULLWIRE TO PROPERTY LINE AND OR UTILITYI — — — — — —�\ 111� 3/4 C (WITH PULLWIRE FOR SECURITY) FROM I iWITH ARCHITECT PRIOR TO ROUGH O / I I I ° I DATA ROOM TO TELLER AREA STUB CONDUIT IN AND ADJUST ACCORDINGLY EASEMENT FOR TELEPHONE/COMMUNICATIONS SERVICE TO BUILDING, �i T fRA /� ` I ! FIELD COORDINATE EXACT DISTANCE, LOCATION AND ROUGH IN UP CONCEALED IN WALL FIELD COORDINATE I 10 %ZREQUIREMENTS WITH UTILITY CO. AND ADJUST ACCORDINGLY 1 I I EXACT LOCATION WITH ARCHITECT — O -- - - (2) 1-1/2 C (WITH PULLWIRE) 3/4"C UNDERGROUND TO MONUMENT SIGN: I I I I I I FROM RECESSED FLOOR BOX 1 UNDERGROUND TO DATA _—_—_—_—_—_— — ---�------------------�— I MOUNTED DEVICES TO ROOM FOR DRIVE -UP ATM 3/4C FROM PANEL LP3-CKT 33 VIA LIGHTINGCONTACTOR DATA ROOM EDP DATA/ COMMUNICATIONS ------------------------R—T— — — — — — — — — —i I — TO SITE POLE 2 3 4 CONDUITS, EACH WITH I I I 11 2#10, ',1#10GND FROM PANEL LP3, CKT#35,37 \ — — — — — I I I I (1) 1-1/4"C (WITH PULLWIRE FOR DATA) (2) 1-1/2"C (WITH PULLWIRE) (2) 1-1/2"C (WITH PULLWIRE) AN VIA LIGHTING CONTRACTOR LC2, �- — I ( !10 T(1) 3/4"C (WITH PULLWIRE FOR SECURITY) FROMUNDERGROUND TO DATA UNDERGROUND TO DATA OORDj,NATE ONDUIT ROUTING THRU BUILDING �- — — � i I DATA ROOM TO TELLER AREA, STUB CONDUIT UP CONCEALED IN WALL FIELD COORDINATE ROOM FOR FUTURE ATM I ROOM FOR FUTURE ATM I WITH SITE LIG TING CIRCUITING PRIOR TO — — —I— `` — — — — — — I — — — — — — — I — — — — — — — — ;�LEGTf�IAI� I I EXACT LOCATION WITH ARCHITECT — — II -- RDUGTi ! Ii 1-1 4'C UNDERGROUND 1 (1) 4f'C WITH 4#600MCM FROM ! ;I LP01g ILP2'I III ' j II / I UTILITY TRANSFORMER TO A 400A IL�3 TO ATM UNIT AT DRIVE UP I O O ! II O O FROM PANEL LP1 I O SELF CONTAINED METER MOUNTED ON ! l EXTERIOR FACE OF WALL. I = I GO?"IOfRZONE CONDUIT FROM BELOW LI I' I I I 10 SLAB STUBBED UP UNDER ! I jXI —D—EAL —DR—AWE— R r — — n— — — — — uo I II BOO I III III II 3/4"C WITH PULLWIRET-------------- FROM JUNCTION BOX FOR FLOOR -BOX 13/4 C WITH PULLWIRE 1 3/4 C WITH PULLWIRE 0 i 3/4 C WITH PULLWIRE FROM DATA ROOM FROM DATA ROOM FROM DATA ROOM 71-1/4"C PJ EL ER LIN= I AT"R oI"13/4C FRON ATM 3/4C FRON ATM WIRE PLIU IR �L ...; T 3/4"C FRON ATM O O POWER O O POWER PANEL LPI 0 I I 10 I I POWER I � ° I � !1 I R) TURE AT II I I it ail --------- - 11 1 l 7 (1) 1"C (WITH PULLWIRE FOR DATA) 7! 1/2"C FROM ATM 1/2"C FRON ATM / ` J TOPPER POWER TOPPER POWER (1) 3/4"C (WITH PULLWIRE FOR POWER O O O O ! STUBED UP IN WALL TO FLUSH J-BOX',, (VERIFY MTG HEIGHT) ONE TO DATA ROOM AND TO PANEL LP2 1/2"C FROM ATM j 1-1/2" WITH PULLWIRE UNDERGROUND TO VAT MACHINE i I I I !-_' _J TOPPER POWER FRO UNDER DEAL DRAWER AT TELLER NT 1 TER F0 — — I— — — — — — — I I I 3/4"C WITH PULLWIRE 3 4"C WITH PULLWIRE O O AT POWER. CABLE F&I BY EQUIPMENT I S�LLE O (2)3/4"C WITH PULLWIRE STUBBED / / UP IN WALL TO FLUSH J-BOX I I 3/4 C WITH PULLWIRE / UNDERGROUND FROM - - (-(VERIFY MTG HEIGHT ONE TO DATA ( — J — — — — — — — TO DATA ROOM ) — — I I TO DATA ROOM 7 / PANEL LP2 STUBBED 3/4"C WITH PULLWIRE j j ROOM AND TO PANEL LP2 I ) II / UP FROM OFFICE TO DATA ROOM RECEPTACLES --------�E_ TEII-E@ —! — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F=� — — — — — — — — 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 NMI IN II11. D] dkli [C I 0 I � GOfZf�IDOR I n� GONFEf` ENGE III i 3/4"C UNDERGROUND i FROM FLOOR BOYFiL I Q PANEL LP2 FOR OF Ir, RECEPTACLES I _V ------------ ! —JI 3/4"C UNDERGROUND FROM RECESSED FLOOR BOX MOUNTED DEVICES TO DATA ROOM EDP DATA/ COMMUNICATIONS i 3/4"C WITH PULLWIRE UNDERGROUND FROM PANEL LP2 STUBBED UP FROM OFFICE RECEPTACLES 3/4"C WITH PULLWIRE UNDERGROUND FROM PANEL LP2 STUBBED UP FROM OFFICE RECEPTACLES _ b1 iR) cn _U a CD w H U w I— U U) W O IX w !i— z U) O Z Q J J_ 2 W N Wayne E. Allred P.E. Floridg t iIGen ae�r�45800 g�a � ti Sea This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: UNDERGROUND CONDUIT PLAN PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC W EA �9:1���►l11Jil:l�:7 E&O UNDERGROUND CONDUIT PLAN SCALE 1/4" = 1'-0" i I --1- -1 ___ - I ._ "II I r -1II Illrt 1 jP� I k IIIf I fI I I U! ' II"MIL..I' III_. I I : 'I I ' I DRIVE UP TELLER ELEVATION NOTES OA FOR DUPLEX TELLER OUTLETS © DUPLEX OUTLE FOR AUDIO/VIDEO CONTROL POWER. O DUPLEX OUTLET FOR AUDIO AND AUDIO/VIDEO SWITCHERS. OD DUPLEX OUTLET FOR DEAL DRAWER. OE DUPLEX OUTLET FOR FUTURE TCD. O VOICE/DATA OUTLET FOR TELLER EQUIPMENT. © JUNCTION BOX FOR SECURITY CABLES. HX FOUR DUPLEX TELLER OUTLETS. O OPERATOR AUDIO/VIDEO CONTROL POWER. O G4000 WIREWAY. O TWO DUPLEX OUTLETS FOR VAT CONTROL POWER. © TWO DUPLEX OUTLETS FOR CCTV POWER. OM THE ELECTRICAL CONTRACTOR SHALL ROUGH IN OUTLET BOX, CONDUIT AND A 2-GANG BUILDINGSTANDARD SWITCH PLATE. THE WIRING AND THE SWITCHES. NO DOUBLE DUPLEX OUTLET FOR TELLER COUNTER EQUIPMENT. X NO WIREWAY OR CONDUIT SHALL BE INSTALLED EXPOSED BEHIND THE FUTURE TCD SPACE. TO PANEL LP3,— CKT# 10,12,14,16,18, 1 "C 1 1/4"C TO SECURITY EQUIPMENT IN THE TELECOM. ROOM. PROVIDE PULL WIRE. DRIVE-THRU TELLER COUNTER ELEVATION No Scale WALL MTD. PHONE — FINISHED FLOOR 4" WALL BASE/ NB -I , j —TO DATA RACK 1" EMPTY CONDUIT PROVIDE PULL STRING 2-1j"C TO VAT. PROVIDE PULL STRING TO PANEL LP3, CKT#2,4,6,8, 1"C 3" CONDUIT STUBS I FOR COAX GABLES (1) #6 AIN& GU IN 3/4"G TO ISOLATED GROUND BUS IN PANEL 5/4" CONDUIT STUB FOR MUZAK (WHERE REQUIRED) 4'-2" [—LADDER RACK —� 20 A OUAD 66" A.F.F. � I I � 2" - � I � _ v I FL l , � v (D O O= d I' - O I Q I \o T m it � m I II 20 A QUA 20 UPL X p ® 16" A .F. 161, .F. . 4 I = 4" NALL BASE WB-I 8'-2 1/2" I I (2) 4" SLEEVES FOR X SIDE WALL TELGO CONDUITS / (1) 2" SLEEVE FOR J TELLER CONDUIT STUB / (1) 3/4" DIA. DRIVE -UP J TELLER GONDUIT STUB (5) 3/4" DIA. A.T.M. CONDUIT STUBS (1) 1 1/4" DIA. DRIVE -UP TELLER 3084mm (10'-0") MINIMUM OF CABLE/WIRE ABOVE STUB UP FOR INSTALLATION AND SERVICE 120 VAC 20 AMP FOR CCTV SWITCHER POWER SUPPLY — (2) RC-59U (BY E.C.) 750 FEET MAXIMUN DRIVE UP 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 120 VAC 20 AMP FOR CAMARA/MONITOR ON/OFF SWITCH BY E.C. FOR POWER SUPPLY CUSTOMER CCTV LOCATED IN OPERATORS AREA (2) RG-59U (BY E.C.) LOW -VOLTAGE CONTROL WIRE CABLE BY DIEBOLD 15'-0" MAXIMUM 120 VAC 20 AMP 120 VAC 20 AMP FOR CUSTOMER FOR AUDIO SWITCHER TWO-WAY CCTV 8'-0" POWER CORD TRANSFORMER (2) CONDUCTOR 20 GAUGE BY ELECTRICAL CONTRACTOR DRIVE UP TELLER COUNTER 1 I DRIVE-THRU TELLER COUNTER ELEVATION No Scale EQUIPMENT KEY NOTES: 1X TELE CO. TERMINAL, MOUNTED ON SIDE WALL 2X MUZAK SYSTEM, MOUNTED ON SIDE WALL 3O GROUNDING BUSBAR, CHATSWORTH PRODUCTS 13622-012 ® 110 JACK PANEL 100 PR. W/LEGS T568B 107920704 O SLS - 4 LINE SHARING DEVICE © CCTV HARDWARE O7 T-1 CHASIS ® WIRELESS ACCESS POINT O9 XR500 N 18 AH BATTERY 10 "WIREMOLD" RACK MOUNTED POWER STRIP # V201 G606 WITH ENTRANCE END FITTING # V2001 OA2 AT TOP OF STRIP PROVIDED AND INSTALLED BY DATA CONTRACTOR. 3'-OI' I. 3'-0" , DATA v "17: -SECURITY •EQUIPMENT NOTE:ALL -EQUIP. TO BE ON LOCK BLE BREAKER \ • • • i �I�:Yi " .i 11 O I II 0 e I i iii iii i '0 . • 11 SEGURITY CONDUIT STUB I MAIN HALL DATA ROOM ELE`JATION (2) IY2" CONDUITS BY ADT. INSTALL CONDUITS TO 10' ABOVE FINISHED FLOOR. IF DROP GEILIN& HEIGHT IS BELOW 10' A.F.F., INSTALL CONDUITS TO A MINIMUM OF P ABOVE FINISHED GEILIN6 &RID. INSTALL RJ-45 EQUIPMENT JACK FOR PARABIT CARD ACCESS SYSTEM IIOVAC 20A DUPLEX OUTLET FOR PARABIT SYSTEM. BY E.G. IIOVAG 20A DUPLEX OUTLET ® 84" A.F.F. BY tL E.G. E.G. SHALL ALSO o HARDWIRE IIOVAG TO XR500 N TRANSFORMER, 4 O Q LOCATED WITHIN XR50ON m IY CABINET ENCLOSURE INSTALL RJ-45 EQUIPMENT v JACK APPROX. 6" ABOVE M XR50ON 552P ENCLOSURE `p FOR ALARM PANEL m XR500N 352P ENCLOSURE BATTERY ENCLOSURE N I (V _ E.G. HALL SUPPLY #10 & &PEEN 6ROUNDIN6 WIRE TO XR50ON 352P ENCLOSURE ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL: 11 1. "J" BOX MTD AT 90" A.F.F. 2. 3'-6" LONG 1/2' DIA. SEALTITE FLEX 3. 90° FITTINGS AT BOTH ENDS OF 3'-6" LONG 1/2' DIA. SEALTITE FLEX 4. CONNECT ONE END OF FLEX TO WALL MOUNTED "J" BOX 5. CONNECT OTHER END TO RACK MOUNTED POWER STRIP THROUGH DATA CONTRACTOR PROVIDED END FITTING 12 NOT USED 13 2VDC3AMP4AH (PARABIT) 14 ACS2 (PARABIT) 15 861 POWER DISTRIBUTION BOARD 16 505-12 18 AH BATTERY 17 CONVERGENT DATA RACK (WHERE APPLICABLE) I" CONDUIT STUB FOR GONVER&ENT GABLES ISOLATED GROUND C C 4" WALL BASE JAB-1 GONVER6ENT HALL DATA ROOM ELEVATION 11 I III' C TELLER AREA 2 Wayne E. Allred P.E. Florida Licens 45800 i Rwk f J C Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: ENLARGED PLANS ELECTRICAL PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC WEA ELECTRICAL ROOM AND DATA ROOM ELEVATION AS NOTES SHEET NUMBER 3 I I E7mO I '� s 0 Q r� N 0 0 N s c W G� W 7E 0 Q J U 2 N I rn 0 6 0 CD 0 D 0 CD N FEEDER SCHEDULE FOR 3-PHASE, 3-WIRE SYSTEM AMPACITY DESCRIPTION 15 THREE (3), #12 THWN/THHN COPPER & ONE (1) #12 THWN/THHN COPPER GND IN J"C. 20/25 THREE (3) #12 THWN/THHN COPPER & ONE (1) #12 THWN/THHN COPPER GND IN � C. 30 THREE (3) #10 THWN/THHN COPPER & ONE (1) #10 THWN/THHN COPPER GND IN a°C. 35/40 THREE (3) #8 THWN/THHN COPPER & ONE (1) #10 THWN/THHN COPPER GND IN 1"C. 50/60 THREE (3) #6 THWN/THHN COPPER & ONE (1) #10 THWN/THHN COPPER GND IN 1"C. 70/80 THREE (3) #4 THWN/THHN COPPER & ONE (1) #8 THWN/THHN COPPER GND IN 1j"C. 100/125 THREE (3) #1 THWN/THHN COPPER & ONE (1) #6 THWN/THHN COPPER GND IN 2"C. NOTE: ABOVE REFERENCED SCHEDULE SIZES ARE BASED ON CODE COMPLIANT VOLTAGE DROP. IF VOLTAGE DROP EXCEEDS CODE REQUIREMENT, FEEDERS SHALL BE MODIFIED ACCORDINGLY. BRANCH CIRCUIT SCHEDULE FOR 1-PHASE CIRCUIT AMPACITY DESCRIPTION 15 TWO (2) #12 THWN/THHN COPPER & ONE (1) #12 THWN/THHN COPPER GND IN J"C. 20/25 TWO (2) #12 THWN/THHN COPPER & ONE (1) #12 THWN/THHN COPPER GND IN 4"C. 30 TWO (2) #10 THWN/THHN COPPER & ONE (1) #10 THWN/THHN COPPER GND IN J"C. NOTE: ABOVE REFERENCED SCHEDULE SIZES ARE BASED ON CODE COMPLIANT VOLTAGE DROP. IF VOLTAGE DROP EXCEEDS CODE REQUIREMENT, FEEDERS SHALL BE MODIFIED ACCORDINGLY. LP1 MAIN SIZE AMPS & TYPE: MLO VOLTAGE/PHASE/WIRES: 208 120 3 4 PANEL RATING (AMPS): 400 FAULT CURRENT RATING: 42000 NEUTRAL: LOCATION: MOUNTINGI SURFACE I FED FROM NOTES K DESCRIPTION WIRE NOTE TRIP kVA TRIP NOTE WIRE DESCRIPTION K SIZE A B C SIZE 1 2 3 RTU-1 90/3 7.2 80/3 RTU-2 4 5 9.9 7.2 67 SECURITY DOOR POWER SUPPLY 20 1 g.8 20 1 CU-2 FC-2 8 9 SPARE 20 1 1.5 20 1 CU-3 FC-3 10 11 SPARE 20 1-- -- 20 1 SPARE 12 13 ROOF RECEPT. 20 1 �.::� 40/2 CU-1/FC-1 14 15 DRIVE UP ATM TOPPER 20 1 % 0.2 1.8 Ems 16 17 DRIVE UP ATM 20 1 ME E101, 1.9 -- 20 1 SPARE 18 19 M" 20 1 SPARE 20 21 SPARE 35/3 "'' �' -- 1.5 20/ 2 EWH-1 22 23 -- 1.5 24 25 0.0 0.1 "° 20 1 VAT CONTROL POWER 26 27 TVSS 30/3 0.0 0.2 20 1 VAT BLOWER - LANE 2 28 29 0.0 -- 20 1 SPARE 30 31 8.6 M 32 33 LP2 150/3 8.8 7.7 150/3 LP3 34 35 7.7 7.1 36 371 SPARE 1 2041 -- -- 20 1 SPARE 38 391 SPARE 1 2041 -- -- 20 1 SPARE 40 411 SPARE 1 20 1 -- -- 20 1 SPARE 42 NO SUBFEED LUGS -- -- -- EXISTING LOAD -- -- -- TOTAL 39.2 41.3 37.8 BALANCE RATIO LOAD TYPE CONNECTED kVA QUANTITY FACTOR CODE SIZING kVA COMMENTS Interior Lighting 12.5 114 1.25 15.7 Motor 45.3 19 1.00 45.3 Other 39.0 28 1.00 39.0 Receptacle <21.4> OkVA TO 1OkVA 10.0 1.00 10.0 ABOVE 1OkVA 11.4 0.50 5.7 LARGEST MOTOR RTU-1 <29.7> 0.25 7.4 TOTALS 118.3 1.04 123.2 341.9 AMPS MAIN SIZE (AMPS) & TYPE: MLO L P 2 VOLTAGE/PHASE/WIRES: 208 120 3/4 PANEL RATING (AMPS): 225 FAULT CURRENT RATING: 42000 NEUTRAL: LOCATION: MOUNTING1 SURFACE FED FROMI LP1 NOTES WIRE kVA WIRE K DESCRIPTION SIZE NOTE TRIP A B C TRIP NOTE SIZE DESCRIPTION K DATA ROOM RECEPT. 20 1 0.8 1.2ffi20 1 MOTORIZED SHADES 2 3 DATA ROOM RECEPT. 20 1 0.8 0.6 WIN=1 20 1 OFFICE RECEPT. 4 5 DATA ROOM RACK PLUGMOLD 20 1 0.8 0.8 20 1 OFFICE RECEPT. AND COMFORT ZONE 6 7 DATA ROOM RECEPT. 20 1 0.8 1.0 20 1 OFFICE AND CONFERENCE RECEPT. 8 9 DATA ROOM RECEPT. 2241 0.20 1.2 20 1 OFFICE RECEPT. 10 11 SPARE 2241 -- 1.2 20 1 OFFICE RECEPT. 12 13 SPARE 20 1 -- 0.8 20 1 BCM OFFICE RECEPT. 14 15 SPARE 2041 0 -- 0.4 20 1 PRINTER RECEPT. 16 17 SPARE 20 1 -- -- 20 1 SPARE 18 19 SPARE 20 1 -- 0.8 �: ...., 20 1 TELLER LINE RECEPT. 20 21 SPARE 20 1 -- 0.8 20 1 TELLER LINE RECEPT. 22 23 SPARE 20 1 0.4 20 1 TELLER LINE RECEPT. 24 25 RESTROOM RECEPT. 20 1 0.8 0.3 20 1 TCD 26 27 GENERAL RECEPT 20 1 0.8 0.6 20 1 TCD TELLER LINE RECEPT. 28 291 DYE PACKS AND EXIT ALARM 20 1 0.4 0.8 20 1 TELLER LINE PRINTER RECEPT. 30 31 WALK-UP ATM RECEPT. 20 1 0.8 1.0 20 1 COPIER 32 33 ATM ROOM RECEPT. 20 1 1.0 20 1 COPIER 34 35 COFFEE CART RECEPT. 20 1 1.0 0.4 20 1 LOUNGE RECEPT, 36 37 VESTIBULE DOOR CONTROL PANEL 2041 0.1 0.2 �'. °:� ' ''::: 20 1 LOUNGE TV RECEPT. 38 39 GENERAL RECEPT 20 1 0.6 1.2 20 1 LOUNGE REF. 40 41 EXTERIOR RECEPT. 20 1 0.6 1.5 20 1 LOUNGE MICROWAVE 42 NO SUBFEED LUGS -- -- -- EXISTING LOAD -- -- -- TOTAL 8.6 8.8 7.7 BALANCE RATIO LOAD TYPE CONNECTED kVA QUANTITY FACTOR CODE SIZING kVA COMMENTS Motor 1.2 9 1.00 1.2 Other 9.1 13 1.00 9.1 Receptacle <15.0> OkVA TO 1OkVA 10.0 1.00 10.0 ABOVE 1OkVA 4.8 0.50 2.4 LARGEST MOTOR MOTORIZED SHADES <0.1 > 0.25 0.0 TOTALS 25.1 0.91 22.7 63.0 AMPS LP3 MAIN SIZE AMPS & TYPE: MLO PANEL RATING (AMPS): 225 NEUTRAL: _ VOLTAGE/PHASE/WIRES: 208 120 3 4 FAULT CURRENT RATING: 42000 LOCATION: MOUNTING SURFACE FED FROMI LP1 NOTES K DESCRIPTION WIRE SIZE NOTE TRIP kV TRIP NOTE SIRE DESCRIPTION K A BA C 1 CANOPY AND LANE CONTROL LTG. 2041 0.3 0.,:.. 20 1 FUTURE DRIVE UP TCD 2 3 CANOPY AND ENTRANCE LTG. 2041 0.3 0.2 20 1 _ DEAL DRAWER 4 5 ATM, ATTIC, VESTIBULE 101 LTG. 20 1 0.6 0.8 20 1 DRIVE UP TELLER RECEPT. 6 7 103,105,107,119 LTG. 20 1 0.9� 0.4 20 1 AUDIO VISUAL POWER 8 9 103,104,105,106,113,119 LTG. 20 1 0.9 0.4 20 1 DRIVE UP TELLER RECEPT. 10 11 102,103,104,105,107,112,113 LTG. 20 1 0.6 0.4 20 1 VAT CONTROL POWER 12 13 SPARE 20 1 -- 0.4 20 1 CCTV POWER 14 15 114,115,116,117,118 LTG. EF-2 EF-1 20 1 0.7 0.5 20 1 DRIVE UP TELLER RECEPT. 16 17 108,109,110,111,112,120 LTG. 20 1 N1 0.9 1 0.2 20 1 AUDIO ISUAL POWER 18 191 PENDANT AND WALL WASH LTG. 20 1 0.4 0.8 20 1 WORK ROOM RECEPT. 20 21 EXIT SIGNS 20 1 MkIMM114, 0.0 1.5 20 1 CASH VAULT 22 23 TIME SWITCH 20 1 WINK= 0.1 1.4 1 20 1 GENERAL RECEPT. 24 25 BUILDING SIGN 20 1 1.2 0.1 R20 1 EF-4 EF-3 26 27 BUILDING SIGN 20 1 1.2 O.fi 20 1 CASH DISPENSER 28 29 BUILDING SIGN 20 1 1.2 0.2 20 1 DUCT DETECTORS 30 31 BUILDING SIGN 20 1 1.2 0.6 , 20 1 ABCM WORK ROOM RECEPT. 32 33 MONUMENT SIGN 20 i �: 1.2� 0.40 20 1 UPPER TOWER LIGHTING 34 35 37 PARKING LOT LTG. 20/2 0.5 0.3 20 1 BUILDING MOUNTED LIGHTING 36 0.5 -- 20 1 SPARE 38 39 41 PARKING LOT LTG. 20/2 0.2 -- 20 1 SPARE 40 0.2 -- 20 1 SPARE 42 NO SUBFEED LUGS -- -- -- EXISTING LOAD -- -- -- TOTAL 7.0 7.7 7.1 BALANCE RATIO LOAD TYPE CONNECTED kVA QUANTITY FACTOR CODE SIZING kVA COMMENTS Interior Lighting 12.5 114 1.25 15.7 Motor 0.3 4 1.00 0.3 Other 3.0 8 1.00 3.0 Receptacle <6.0> OkVA TO 1OkVA 1 6.0 1.00 6.0 LARGEST MOTOR EF-3 <0.1> 0.25 0.0 TOTALS 21.8 1.14 25.0 69.4 AMPS KEYED NOTES O1 NEW OUTDOOR UTILITY KW METER FURNISHED BY TAMPA ELECTRIC. CONTRACTOR SHALL PROVIDE UTILITY KW METER ENCLOSURE AND SUPPORT AS REQUIRED BY TAMPA ELECTRIC. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH TAMPA ELECTRIC REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK AND PROVIDE ACCORDINGLY FOR A COMPLETE ELECTRICAL INSTALLATION. OPROVIDE 400A, 4-WIRE, 240VAC FUSIBLE, HEAVY-DUTY DISCONNECT SWITCH (NEMA 4X ENCLOSURE) WITH CURRENT LIMITING 400A FUSES. O3 PROVIDE #1/0 (60OV) GROUND CONDUCTOR TO TWO (2) J" X 10'-0" VERTICALLY DRIVEN COPPERCLAD GROUND RODS, MINIMUM 10'-0" APART. PROVIDE THE FOLLOWING GROUND CONDUCTOR CONNECTIONS TO: 1. #1/0 (60OV) GROUND WIRE BONDED TO FOUNDATION/FOOTING STEEL AND/OR BUILDING STEEL. 2. #1/0 (60OV) GROUND WIRE BONDED TO MAIN WATER PIPE WITHIN 5'-0" OF BUILDING ENTRANCE. O4 PROVIDE #4/0 (60OV) GROUND CONDUCTOR CONNECTION FROM THE PANELBOARD GROUND BUS TO THE MAIN BUILDING GROUND BAR. PROVIDE THE FOLLOWING GROUND CONDUCTOR CONNECTIONS FROM THE MAIN GROUND BAR: 1. #6 (60OV) GROUND WIRE BONDED TO COMMUNICATIONS GROUND BAR. OPROVIDE CIRCUIT BREAKER AND WIRE SIZE AS RECOMMENDED BY SURGE PROTECTIVE DEVICE MANUFACTURER. MINIMIZE 5 LEAD LENGTHS AND TWIST LEADS IN CONDUIT. OU.L. LISTED, AUTOMATIC LIGHTING CONTROL FEED-THRU SYSTEM PANEL (WATTSTOPPER LP24S OR APPROVED EQUAL) WITH EIGHT (8) RELAY MODULES, EXTERIOR PHOTOCELL CONNECTION CAPABILITY, INTEGRAL ASTRONOMICAL SYSTEM TIMECLOCK AND LCD THAT ENABLES THE PROGRAMMING OF USER -DEFINED EVENTS. CONTRACTOR SHALL PROVIDE COMPLETE LIGHTING CONTROL SYSTEM SHOP DRAWINGS THAT INCLUDE A COMPONENTS LIST, RISER AND WIRING DIAGRAMS, AND PRODUCT DATA SHEETS ASSOCIATED WITH THE LIGHTING CONTROL SYSTEM (INCLUDING BUT NOT LIMITED TO THE SYSTEM PANEL, OCCUPANCY SENSORS, PROGRAMMABLE LIGHT SWITCHES, WIRING DIAGRAMS, ETC.). CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER AND PROVIDE ACCORDINGLY ALL THE REQUIRED EQUIPMENT AND MATERIALS NECESSARY FOR A COMPLETE AND FUNCTIONAL LIGHTING CONTROL SYSTEM. O7 PHOTOCELL, SLEEVE WALL AND SEAL WATERIGHT. FIELD COORDINATE EXACT LOCATION OF PHOTOCELL WITH ARCHITECT. O8 SEE 11ME SWITCH AND LIGHTING CONTACTOR SCHEDULE ON SHEET E1.0. LOCAL UTILITY PAD MOUNTED TRANSFORMER 208/120V 30 4 WIRE GRADE r.•-: A �p REBAR IN FOUNDATION/FOOTER ELECTRICAL ROOM 108 � LP1 F3 LP2 WV I BLDG STEEL �- INTERIOR METAL WATER PIPING SYSTEM 255 S. Orange Avenue Suite 1800 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 FEEDER KEYED NOTES NO. FEEDER SIZE F1 PROVIDE (4)#600KCMIL COPPER IN 4"C. F2 PROVIDE (4)#600KCMIL COPPER, (1)#1/0 COPPER GND IN 4"C. F3 PROVIDE (4)#1/0 COPPER, (1)#6 COPPER GND, IN 2"C. F4 NOT USED DIAGRAMMATIC POWER SYSTEM RISER 0 U) Q ►4l O Y 0 z Q J J_ M f� W N LO co M N co M LL N ,6 CJ Q T LE 00 I - a) co > N Q � N L N u7 C0 M00 UJ 0 N U a) U n Y U Co C m Ii m C: s Co t Ca °O E m 0 a cc L Wayne E. Allred P.E. Florida License �45800 n3 C Seal This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc.2006 NO: DATE: REMARKS: N z O O U 2 IL w N REVISIONS: DRAWING TITLE: ELECTRICAL RISERS AND PANEL SCHEDULES PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC WEA SHEET NUMBER E8,ii II -1 1 — L II _ V I °jI I "I Ji11g1 JI L!1_ PANIC DEVICE POWER SUPPLY 3/4"C 118VAC/1 PAIR 3/4"C TO ELECTRICAL { PANEL lo 0 2-CONDUCTOR 14 AWG UP TO 100FT 12 AWG UP TO 20OFT 3/4"C VON DUPRIN EPT 10 POWER TRANSFER — FINISHED CEILING n ELECTRICAL DOUBLE DOOR No Scale CARD READER CONTROLLER 6" 11 PROVIDE 4"X4" ELECTRII BOX WITH SINGLE GANG MUD RING FOR CARD 44 A.F.F. READER. FINISHED FLOOR 7 WALL ASSEMBLY - THE 1, 2, 3, OR 4 HOUR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. U2 CONDUIT - NOM 4" DIA OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAX OF ONE CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. FILL VOID OR CAVITY MATERIAL - CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4" DIAM BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX CONDUIT ANNULAR SPACE, F RATING, HR. T RATING, HR. DIAM, IN. IN. 1 0 TO 3/16 1 OR 2 0, 1 OR 2 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0 TO 1-1/2 1 OR 2 0 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 CONDUIT PENETRATION OF FIREWALL UL SYSTEM NO. W-L-1001 TWIST ALL LEADS TOGETHER (AS MANY TURNS AS El PRACTICAL) AND TIE WRAP 000 BREAKER FEEDING AF-T SURGE SUPPRESSOR (TYP) ® ® O O O CM OPTIONAL TVSS cmDEVICE LOCATIONS E® (CAT B3 OR C1 AS ® INDICATED ON ® DRAWINGS) ET rM NEUTRAL BUS CONNECTION PANELBOARD 0 0 0 0 5 —TYPICAL TVSS DEVICE LOCATIONS (CAT C3 OR AS INDICATED ON DRAWINGS) —TWIST ALL LEADS TOGETHER (AS MANY TURNS AS PRACTICAL) AND TIE WRAP o 0 O O BREAKER FEEDING SURGE SUPPRESSOR NEUTRAL BUS CONNECTION SERVICE ENTRANCE OR DISTRIBUTION PANEL -- MOUNTING BRACKET (TYP.) 10" CADWELD B544AO18 O �n'P) OR EQUAL O O O O O O O M % GROUND LUGS \ 1 INSULATOR 4" O O O O O O Q� 9/32" 0 —O O (TYP.)T T T T O O #4/0 GROUNDING CONDUCTOR TO NEXT GROUN #3/0 TO TELECOM. GROUND BAR BAR OR TO MAIN SERVICE GROUND. #4/0 GROUNDING CONDUCTOR TO LOCAL GROUND CONDUCTORS (GROUNDING ELECTRODE METAL WATER PIPE. SYSTEM, ETC.) QUANTITY AS REQUIRED. rz�,, FRONT VIEW GROUND BAR No Scale L GROUND BUS BAR CADWELD B544AO18 \\ OR EQUAL ISOMETRIC ELEVATION TO MAIN SERVICE GROUND GROUND CONDUCTORS nTY AC RF'nIIIRFrI INSULATOR STANDOFF BRACKET 1/8" 12" 1/16" THICK WHITE PLASTIC WITH -- COLORED FACE PER SPECIFCIATIONS PANELBOARD VOLTAGE PANELBOARD SOURCE 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-425-7367 FOR ARCHITECTURE www.tic-engineers.com © Copyright 2011 TLC Engineering for Architecture, Inc. EB #0000015 TLC NO:110045 PANEL L "XXXX" 120/208V, 30, 4W FED FROM PANEL "XXXX" TYPICAL 120/208V PANELBOARD PANEL "XXX" 120/208V, 30, 4W - FED FROM PANEL "XXXX" TYPICAL 277/480V PANELBOARD PANELBOARD NAMEPLATE No Scale HU-X 208V, 30 FED FROM "NDH1-4" TYPICAL EQUIPMENT 1/2" HIGH LETTERING FOR PANELBOARD NAME 1/4" HIGH LETTERING FOR REMAINING TEXT PANELBOARD NAME 1 1/16" THICK WHITE PLASTIC WITH COLORED FACE PER SPECIFCIATIONS 1/2" HIGH LETTERING FOR PANELBOARD NAME 1/4" HIGH LETTERING FOR REMAINING TEXT ADHESIVE BACKING WHEN INSTALLED IN CONDITIONED SPACES EQUIPMENT VOLTAGE EQUIPMENT NAME FASTEN WITH BRASS SCREWS WHEN LOCATED IN NON -CONDITIONED OR EXTERIOR SPACES EQUIPMENT SOURCE (PANEL & CIRCUIT) NOTE: MOUNT TVSS DEVICE IN A LOCATION TO MAINTAIN ALL LEADS AS SHORT AS POSSIBLE. (18" MAX.) TVSS EXTERIOR MOUNT INSTALLATION 5 COMMUNICATIONS GROUND BAR 4 EQUIPMENT NAMEPLATE 2 No Scale No Scale No Scale cn 0 a O W H 0 w U a C0 IY O w z im Q tn W Cn 0 Q J J_ N Wayne E. Allred P.E. Florida License �45800 4gt Y� a Seal ` t This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 U) z 0 0 0 a. Lu N NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY: CAC WEA SHEET NUMBER E9.0 it 1111 mil''+ 11 1, 11 ir L--' NEW RETAIL BANKING CENTER ZEPHYR COMMONS 7800 GALL BLVD ZEPHYRHILLS, FL 33541 PERMIT SET CHASE #22501 CODE /PROJECT DATA FLAME SPREAD DATA VICINITY MAP AGENCY HAVING JUR15DIGTION: GITY OF VENICE, FLORIDA APPLIGABLE CODES: FLORIDA BUILDING GODE EDITION: 2007 W/ 200q SUPPLEMENTS FLORIDA PLUMBINO CODE EDITION: 2007 FLORIDA MEGHANIGAL CODE EDITION: 2007 NATIONAL ELEGTRIC CODE EDITION: 2005 FLORIDA FIRE PREVENTION CODE EDITION: 2007 OCGUPANGY TYPE: - GROUP B (BUSINESS) GONSTRUGTION TYPE: -TYPE VB, UNSPRINKLERED FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS TABLE 601: I. STRUCTURAL FRAME O HR 2. BEARING WALLS EXTERIOR 0 HR. INTERIOR O HR. 3, NON BEARING WALLS/PARTITIONS INTERIOR 0 HR 4. ROOF GONSTRUGTION INCLUDING SUPPORTING BEAM5/JOI5T5 0 HR GENERAL HEIOHT AND AREA LIMITATIONS TABLE 503: HEIGHT LIMITATION: 2 STORIES ALLOWABLE AREA: G,000 S.F. ACTUAL HEIGHT: 26-1", 1 STORY TOTAL BUILDING AREA: GROSS 4�220 S,F, TOTAL CANOPY COVERAGE: 650 S,F, EXIT ACCESS TRAVEL DISTANGE SECTION 1011 : MAXIMUM EXIT AGGESS TRAVEL DISTANCE: 200 FT. COMMON PATH OF TRAVEL, SECTION 1014.5: 75' MAXIMUM ALLOWABLE OCGUPANT LOAD, 5EGTION 1014: 4,220 S.F./100 S.F. PER OGGUPANT (BUSINESS) = 42 TOTAL OCCUPANTS NUMBER OF EXITS AND CONTINUITY SECTION 101q: TOTAL EXITS REQUIRED = 2 EXITS REQUIRED TOTAL EXITS PROVIDED = 2 EXITS PROVIDED EXIT AND EXIT AGGESS DOORWAYS SECTION 1015.2.1; WHERE TWO EXITS OR EXIT AGGESS DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT AGGESS, THE EXIT DOORS OR EXIT AGGESS DOORWAYS SHALL BE PLACED A DISTANGE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO DESERVED MEASURED IN A STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT AGGES5 DOORWAYS. EGRESS WIDTH, SECTION 1005-TABLE 1005.1; 42 OGGUPANT5 X 2 = 5.4 INCHES OF EGRESS REQUIRED ACTUAL WIDTH PROVIDED: 72" + 52" = 104 INCHES PROVIDED PLUM 31 NC F I XTURE5: ®�® ®v000' ��000 GERAMIC TILE: FBG REQUIRED MINIMUM NON -APPLICABLE PROVIDED NON -APPLICABLE SUSPENDED AGOUSTIGAL CEILINGS: FBG REQUIRED MINIMUM GLASS B PROVIDED GLASS A WOOD FLOORI NO: FBG REQUIRED MINIMUM GLASS II PROVIDED GLA55 I RESILIENT FLOORING: FBG REQUIRED MINIMUM GLASS II PROVIDED GLASS I GARPET TILE: FBG REQUIRED MINIMUM GLA55 II PROVIDED GLA55 11 PAINTS AND COATING: FBG REQUIRED MINIMUM GLASS B PROVIDED GLASS A PROJEGT LOCATION MWM SUBMITTELt PLAN(S) A` E EEN REVFFFICE lY ZEP1 Y _r. L,L Date:------- ewer: Please be advised thir cursory review to ass +:h applicable fire sa# !o be a final -., con S(�,e it complete cork to�;al ordiri_:,. nce sit(' fibsr the co,tr i. to be in compiiarlce With a;" applicaui , 'iAih CA C"u',les and locai ordinances. SHEET INDEX DRAWING5 155UED O � 1n r O m ARCHITECTURAL DRAWINC5 CIS COVER SHEET AO.O LIFE SAFETY PLAN AND NOTES AI.I FLOOR PLAN A1.2 FLOOR FINISH PLAN • A1.3 FURNITURE PLAN A2.0 REFLEGTED GE I L I NCB PLAN • • A3.0 ROOF PLAN AND DETAILS A4.1 EXTERIOR BUILDING ELEVATIONS +. A4.2 EXTERIOR BUILDING ELEVATIONS A5.1 BUILDING SECTIONS AND DETAILS Ab.1 WALL SECTIONS Ab.2 TOWER GROSS SECTION • A6.3 WALL SECTIONS A6.4 WALL SECTIONS A6.5 WALL 5EGTION5 DETAILS A6.6 SECTIONS 4 DETAILS Ab.7 SECTIONS DETAILS Ab.8 DETAILS +. Ab.a DETAILS A7.1 INTERIOR ELEVATIONS AND DETAILS A-1.2 INTERIOR ELEVATIONS AND DETAILS +. A-7.3 MILLWORK SECTIONS A7.4 PARTITION TYPES AND DETAILS +. • A7 S TELLER LINE SEGTI ONS AND DETAILS . A8.1 SCHEDULES AND DETAILS A8.2 STOREFRONT AND CURTAIN WALL A8.3 PLAN DETAILS AcI.1 DUMPSTER ENGL05URE PLAN AND DETAIL • CIVIL DRAWINCG5 GIVIL PLANS BY GREEGH ENGINEERING, ING. GIVIL DRAWINGS SUBMITTED UNDER SEPARATE PERMIT. 51RUCTURAL DRAW I NG5 51.0 GENERAL NOTES � TYPICAL DETAILS 51.01 STRUCTURAL GENERAL NOTES 51.02 STRUCTURAL GENERAL NOTES 51.03 STRUCTURAL GENERAL NOTES 51.04 WIND PRESSURE DIAGRAM • 51.1 FOUNDATION PLAN 51.2 ROOF FRAMING PLAN 52.0 DETAILS AND SECTIONS • 52.1 DETAILS AND SEGTI ON5 . 52.2 DETAILS AND SECTIONS S2.3 DETAILS AND 5EGTION5 52.4 DETAILS AND SEGTI ON5 53.0 DETAILS AND SEGTI ONS 55.1 DETAILS AND SEGTI ON5 . 53.2 DETAILS AND SEGTION5 • 55.5 DETAILS AND SEGTI ON5 53.4 DETAILS AND SECTIONS . DRAW I NG5 155UED O ry r O MEGHANIGAL DRAWIN65 MO.1 HVAG LEGEND AND SHEET INDEX MO.2 HVAG GENERAL NOTES • MI.O FIRST FLOOR PLAN - HVAG • M2.0 ROOF PLAN - HVAG . M3.0 HVAG 5GHEDULE • M4.0 HVAG DETAILS M4.1 HVAG DETAILS M4.2 HVAG DETAILS • M4.3 HVAG DETAILS FLUMSINO DRAWIN65 PO.O SYMBOLS, LEGEND, GENERAL NOTES • PI.O SITE PLAN - PLUMBING • P2.0 FLOOR PLAN - SANITARY • P3.0 FLOOR PLAN -DOMESTIC WATER • P4.0 ROOF PLAN -PLUMBING • P5.0 RISERS • PC .O DETAILS • P7.0 DETAILS P8.0 DETAILS ELECTRICAL DRAWIN65 EO.I SYMBOL, LEGEND, AND DRAWING INDEX EO.2 GENERAL. NOTES AND LIGHTING FIXTURE SCHEDULE • E I.O SITE PLAN - ELECTRICAL E1.1 SITE PLAN - PHOTOMETRIC E2.0 LIGHTING PLAN E3.0 POWER PLAN E4.0 SYSTEMS PLAN E5.0 ROOF PLAN - ELEGTRIGAL E6.0 UNDERGROUND CONDUIT PLAN • E7.0 ENLARGED PLANS - ELEGTRIGAL E8.0 ELEGTRIGAL RISER AND PANEL SCHEDULES Eq.O DETAILS ALL WORK SHALL COMPLY WITH ALL VENDOR COORDINATION DRAWI465 PRPvArr.]WrT rnDF9_ FLOR IDA BUILDING 5ECURI TY DRAW I N(55 CODE, NATIONAL ELECTRIC CODE AND I SEGURITY PLAN 2 SECURITY SYSTEM a CCTV DEVICE PLAN 3 SECURITY DATA ROOM 4 CONTRACTOR DETAILS - 5 GONTRAGTOR DETAILS PLANS EXA 6 CONTRACTOR DETAILS p(AN - 7 GONTRAGTOR DETAILS CANOPY DRAWING5 DCI FOUNDATION PLAN DG2 ROOF PLAN AND DETAILS DG3 MISGELLANEAOUS DETAILS DG4 CANOPY ELEVATIONS D I EBOLD I N5TALLATI ON DRAW I NG5 VT -I VAT 21 DRIVE UP SYSTEM VT-2 VAT 21 DRIVE UP SYSTEM VT-5 VAT 21 DRIVE UP SYSTEM VT-4 234 SERIES WINDOW DETAILS ND- I SECUROMAT I G AHD WITH 271-30 CHEST UG- I METAL UNDERGOUNTER DETAILS G5-1 #271-30 TL-15 UNENGASED MONEY SAFE G5-2 #271-C-i5 TL-15 UNENGASED MONEY SAFE LOCATION MAP OWNER & CONSULTANTS 6z G41 i L C' p)� PIN is If dyAs OWNER ELEGTRIGAL ENGINEER 5TRUGTURAL ENGINEER Q ��`mk m_s ' a `k x - GHASE BANK 4Ci00 MEMORIAL HIGHWAY TLC-EN51NEERINO FOR ARGHITEGTURE TLC, -ENGINEERING FOR ARGHITEGTURE s �k , 255 S. ORANGE AVE, SUITE 1600 255 S. ORANGE AVE, SUITE Ib00 le a 3RD FLOOR ORLANDO, FL 32801-3463 ORLANDO, FL 32801-3463 qq$ r 1 TAMPA, FL 33636 CONTACT HASAN AROURI CONTACT: HASAN AROURI CONTACT: BOB FARGO PHONE: 407-841-q05C PHONE: 407-841-Cf050 PHONE: 515.404.0261 lie 5w ARCH I TEGT ASD 1240 E 5TH AVE TAMPA, FLORIDA 3360E CONTACT: KENNETH GOWART, AIA, LEER AP PHONE: 813-223-2213 FAX: 813-223-2433 GIVIL ENGINEER SYCAMORE ENGINEERING 5570 N HILL5B0ROUGH AVE SUITE 205 TAMPA, FL 33615 GONTAGT: J-D. ALSABBAGH PHONE: .813-261-5150 MEGHANIGAL ENGINEER TLC, -ENGINEERING FOR ARGHITEGTURE 255 S. ORANGE AVE, SUITE 1600 ORLANDO, FL 32801-3463 GONTAGT: HASAN AROURI PHONE: 407-841-Cf050 PLUMS 1 NC ENO I NEER TLC, -ENGINEERING FOR ARGHITEGTURE 255 5. ORANGE AVE, SUITE 1600 ORLANDO, FL 52801-5465 GONTAGT: HASAN AROURI PHONE: 407-841-GfO50 i3AN< EM I PMENT VENDOR DIEBOLD PRODUCT APPLIGATION SERVICES ORLANDO OFFICE 43 SKYLINE DRIVE, SUITE 1051 LAKE MARY, FL 32746 CONTACT: LUCINDA FREEMAN PHONE: 407.26O.Ci444 PREFABRI GATED GANOFY VENDOR MCGEE CORPORATION 12701 EAST INDEPENDENGE BLVD. P. 0 BOX 13'75 MATTHEW5, NG 28106-1375 GONTAGT: TOM HAGOOD PHONE:: 704-882-1500 (800) 526-5581 CONTACT: LAWRENCE R. P I LON, PE PHONE: 315-668-003cf U:) 0 CL CD w H w ams a cn O u1 z co C/) O Y 0 Z Q W J J_ W N Florida Business License #. AAC001619 Registered Architect: Kenneth Cowart ul� C113 to� co" MCi �s C9 a� catL � M c 0 � CV Q M t N ca 00 w qT CV This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 1 08.302011 REVISION 1 NO: DATE: REMARKS: REVISIONS: DRAWIlVG THT E: COVER SHEET z O 2 O U w N If PROJECTNO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CLACKED BY: e kc. kc. SHEET NUMBER r CS DRINKING FOUNTAIN REOP.: I DRINKING FOUNTAIN PROVIDED: I HI/LO DRINKING FOUNTAIN PROJECT LOCATION � U_ SYMBOLOGY / LEGEND __tL__J1 I I _JI I Lfl t , i., ELEVATION NUMBER �-- SHEET NUMBER DETAIL, 5EGTI ON OR 0- OR PLAN NUMBER -'-�^IALL SECTION NUMBER, BUILDIN6 5EGTION LETTER SHEET NUMBER F-DETAIL NUMBER SHEET NUMBER ABBREVIATIONS AG AFF AHU AL ASPH AT BD BLKT GJ GLG GMU COL GONG GONT GPT GT G/L DBL DF DIA DIM DN DS EA EJ ELEG ELEV / EL EG2 EXIST FD FE FF FR FRP F.V. GALV GYPBD HG HDW AIR GONDITIONING ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM ASPHALT ALUMINUM THRESHOLD BOARD BLANKET CONTROL JO I NT GEILINO CONCRETE MASONRY UNIT COLUMN GONGRETE GONTINUOU5 CARPET GERAMIG TILE GENTER LINE DOUBLE DRINKING FOUNTAIN DIAMETER D I MEN51 ON DOWN DOWN SPOUT EACH EXPANSION JOINT ELEGTRIGAL ELEVATION EG2UAL EXISTING FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR FIRE RATED FIRE RETARDANT PLYWOOD FIELD VERIFY GALVANIZED GYPSUM BOARD HANDICAPPED HARDWARE a NOTE NUMBER 0- WINDOW NUMBER 0- DOOR NUMBER A -REVISION NUMBER �- INTERIOR FINISH NUMBER O - EXTERIOR FINISH NUMBER ROOM NAME 0 ROOM NUMBER 169-0" ELEV_ DATUM POINT TRUSS BRG. NEW COLUMN EXISTING GRID NUMBER COLUMN GRID OR LETTER NUMBER OR LETTER HM HOLLOW METAL HVAG HEATING, AIR GONDITIONING, $ VENT INFO INFORMATION INSUL INSULATION LAG LAY -IN AGOUSTIGAL GEILING MAS MASONRY MAX MAXIMUM MEGH MECHANICAL MFGR / MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MR MIRROR/MOISTURE RESISTANT MT MARBLE THRESHOLD MTL METAL NA NOT APPLICABLE NI NOT IN GONTRAGT NOM NOMINAL NITS NOT TO SCALE CC ON CENTER OPP OPPOSITE PLYWD PLYWOOD PREFAB PREFABRIGATED PSF POUNDS PER SQUARE FOOT PT PAINT / PRESSURE TREATED G2T QUARRY TILE R R I SER/RAD I U5 REBAR RE I NFORG I NC BAR REF REFERENGE RE I NF RE I NFORGE REG2'D REQU I RED RO ROUGH OPENING SB 5PLA5HBLOGK SHLV5 5HELVE5 SIM SIMILAR SPEC, SPEGIFIGATION SS STAINLESS STEEL STL STEEL STOR 5TORAC5E PRODUCT APPROVAL &BUILDING INFORMATION FORMS I LIFE SAFETY PLAN I PRODUCT TYPE MANUFAGTURER MODEL #/SERIES FL PRODUCT APPR. NO. MIAMI DADE NOA SWINGING -STOREFRONT KAWNEER 3501R Oq-012q . OI SLIDING 5EGTIONAL/ROLL UP 5WIN61N6-HOLLOW MTL. GEGO IMPERIAL FL 10-125.1 Oq-0505 . Oq ;` � SINGLE/DOUBLE HUNG HORIZONTAL SLIDER CASEMENT FIXED -TELLER WINDOW DIEBOLD 234-52 LEVEL 1 08-0524 . 12 MULLION SKYLIGHTS OTHER E.I.F.S. f, G .: ;L vx,. •tip STO w�"` k 2e:}'� �. �"' HI -CM . #', �� M,Y"�x l?" �„U, �.":� �54 �'.,Y',�x�: >',.r 01-0104 . 05 SOFF I TS STOREFRONT KAWNEER IR-501 Oq-0218 _ 0-1 ALUM. COMPOSITE PANEL I REYNOLDS METALS REYNOBOND 08-0111 . 04 GURTAINWALL KAWNEER I(500 WALL 5Y5TEM 2 10-040b . 05 . L�. `s. i .'. ,,�� �� �.. il 1'+r. s:."75sy } aJ: ac-"��.-� tsx ..:-: � 1� �. � �� � . E� .. i �- £ � S� .�, -5�• �.x s��. R -s `2- k ''�: �s` w ASPHALT SHINGLES GONG. TILE MONIER VANGUARD ROLL 01-1023 . 0-7 ROOF HATGH BILGO 5-20 08-121Q.01 51N6LE PLY ROOF FIRESTONE ULTRA PLY 0-1-0150 . 04 OTHER - ROOF VENTS O'HA61N CLOAKED VENT M PROFILE Oq-031b . 04 LINTELS INSULATION FOAM OTHER IT 15 THE APPLIGANT"5 RE5PON51BIL1TY TO VERIFY THAT 5PEGIFIG PRODUGT5 HAVE BEEN IN5TALLEDIN AGGORDANGE WITH THE MINIMUM REQUIRED DE51ON PRESSURES FOR THE STRUCTURE. SPEGIFIG GOMPLIANGE WILL BE VERIFIED DURING FIELD INSPEGTIONS. APPLICANT"5 SIGNATURE: DATE: 5USP SUSPENDED T TREAD TELE TELEPHONE: TPD TOILET PAPER DISPENSER TYP TYP I GAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL VT VINYL THRESHOLD WG WATER CLOSET ND WOOD WP WATERPROOF WWF WELDED WIRE FABRIC W/ WITH L E SAFET'r LEGEND EMEROENGY EXIT } EXIT SIGN X' TRAVEL D 1 STANCE a- -) COMMON PATH OF TRAVEL F.E.G.REGE55ED FIRE EXTINGUISHER GABINET F.E.SURFACE MOUNTED FIRE EXTINGUISHER GABINET RESPONSIBILITY MATRIX - OVERALL T��'f FURNI5HED/ IN5TALLED BY OWNER'S EQUIPMENT GONTRAGTOR FURNISHED/ INSTALLED BY GENERAL GONTRAGTOR (GC,) FURNISHED BY OWNER/ INSTALLED BY GENERAL GONTRAGTOR (GG) COORDINATED BY GENERAL GONTRAGTOR (5G) PRE-FAB DRIVE -UP CANOPY (SEE NOTE q) REFER TO PREFAB GANOPY MATRIX PYLON SIGN (SEE NOTE 10) X YES EXTERIOR BLD6. 516NA6E (SEE NOTE 4) X YES ANNIN55 (WHEN 5HOWN ON ELEVATIONS) X YES REMOTE TELLER DRIVE -UP UNITS X YES TELLER WINDOW/ DEAL DRAWER X YES ATM -WALK-UP/ DRIVE -UP (SEE NOTE 3) X YES N16HT DEPOSITORY/ PAGKA6E RECEIVER X YES GASH VAULTS $ SAFE DEPOSIT CHESTS X YES MERCHANT AND TELLER LINE COUNTERS X YES TELLER GASH DISPENSERS X YES UNDER COUNTER BANK EQUIPMENT X YES SYSTEMS WALL PARTITIONS X YES FURNITURE X YES GONGIEROE STAND (WHEN 5HOWN ON PLANS) X YES PLASMA TV5 (WHEN 5HOWN) X YES EMPLOYEE LOCKERS X YES TELECOMMUNICATIONS X YES DATA PROGESSING X NO 5EGURITY SYSTEM (5EE NOTE 5) REFERENGE RESPONSIBILTY MATRIX ON SECURITY DRAWINGS COPY MACHINE X NO INTERIOR BLD6. 51GNAOE (5EE NOTE 4) X NO TEMPORARY CONSTRUCTION SIGN X YES TOILET ROOM 51GN5 AND ALL AGGE55ORIE5 X YES MOTORIZED $ MANUAL SHADES X YES CARPET TILE � RESILIENT FLOORING X YES VESTIBULE FLOOR GRATING X YES PORCELAIN TILE FLOORING X YES WOOD FLOORING (SEE NOTE 7) X YES MILLWORK X YES PAINTING 4 WALL COVERING X YES GiUEING ROPES X YES MICROWAVE, REFRIGERATOR, TV X YE PERM. GORES/ KEYING (SEE NOTE b) X N CHECK DESKS X YES WA5TE CONTAINER (EXT.) X YES UTILITIES AND FIREPROTEGTION SERVICES/ CONTACTS X YES DOOR HARDWARE (SEE NOTE b) X YES COFFEE GART X YES VACUUM AIR TUBE SYSTEM - DESIGN, FURNISH/INSTALL X VACUUM AIR TUBE SYSTEM - CEILING PENETRATION X NOTES: I. FOR OWNER'S EQUIPMENT GENERAL CONTRACTOR TO PROVIDE REQUIRED OPENINGS, ACCESS PANELS, AND ELEGTRIGAL REQUIREMENTS (INGLUDIN6 FINAL HOOK-UP). 2. MILLWORK ITEMS. GENERAL GONTRAGTOR TO PROVIDE "BACK OF STORE" MILLWORK WHIGH INCLUDES BASE AND WALL CABINETS, WORK COUNTERS AND SHELVING. 3. ATM UNITS, ATM BUILDING, ATM SURROUNDS. GENERAL CONTRACTOR TO PROVIDE POWER AND CONDUITS. 4. 516NAOE TO INCLUDE DIRECTIONAL 516NA6E, AND MAIN BUILDIN6 LETTER SET. GENERAL CONTRACTOR TO PROVIDE CONDUIT, ROUGH -IN 4 FINAL ELEGTRIGAL GONNEGTION5. 5. ELEGTRONIG SEGURITY SYSTEM INGLUDIN6 ALARM AND GGN_ GENERAL CONTRACTOR TO PROVIDE CONDUITS, POWER, AND PLYWOOD AT PHONE ROOM. 6_ FACILITIES MANAGER TO HIRE LOCAL LOGK5MITH TO REKEY ALL LOCKS AT TURNOVER DATE TO BRANCH PLANNING. -f. WOOD PLANK FLOORING TYPE ND -I. GENERAL CONTRACTOR TO FURNISH QUANTITY TAKEOFF INCLUDING 10% ATTIC STOCK. 8. EQUIPMENT CONTRACTOR IS A SUBCONTRACTOR OF THE OWNER. q. PRE -FABRICATED DRIVE -UP CANOPY DRAWIN65 ARE INCLUDED IN SET FOR REFERENCE. REFER TO PRE-FAB CANOPY RESPONSIBILITY MATRIX FOR ITEMS TO BE ACCOMMODATED IN GENERAL CONTRACTORS BASE BID. 10. MONUMENT 516N FOUNDATION/ MASONRY BY OWNER'S 516N VENDOR. ELEGTRIGAL BY GENERAL CONTRACTOR. PRE-FAB CANOPY RESPONSIBILITY MATRIX ITM F w 4 r 4Q uo GHA5E VENDORS 00 (DWZ! Q-Q M<Wo PLANNING/ZONING APPROVALS x BUILDING DEPARTMENT APPROVALS x 5TAMPED/515NED STRUCTURAL DRAWIN65 S CALCULATIONS x GEOTEGHNICAL INVE5TIGATION5/501L5 REPORT x FOUNDATIONS/FOOTINOS - DESIGN x FOUNDATION5/FOOTINOS - FURNI5H/IN5TALL x BASE PLATE GROUT - DESIGNI/SPEGIFIGATION x BASE PLATE GROUT - FURNI5H/IN5TALL x ANCHOR BOLTS - FURNISH x ANCHOR BOLTS - INSTALL x GUR65/ISLANDS -DESIGN x GUR35/15LAND5 - FURNI5H/IN5TALL x A5PHALT/GONGRETE PAVEMENT - DE51ON x ASPHALT/GONGRETE PAVEMENT - FURNI5H/IN5TALL x STRUCTURAL STEEL - DE516N x STRUCTURAL STEEL - FURNI5H/IN5TALL x STRUCTURAL STEEL -PAINT STEEL COLUMNS x CANOPY AGM CLADDING -DESIGN x GANOPY AGM GLADDIN6 - FURNISH/INSTALL x FLASHING BETWEEN BUILDING # CANOPY x LIGHTING - PE516N x LIGHTING - FURNISH/IN5TALL x LIGHTING -FINAL CONNECTIONS x LANE SIGN - DESIGN x LANE SIGN - FURNISH/INSTALL x LANE SIGN - FINAL CONNECTIONS x VAGWM AIR TUBE SYSTEM -DESIGN x VAGWM AIR TUBE SYSTEM -FURNISH/INSTALL x VAGWM AIR TUBE SYSTEM - GEILIN6 PENETRATION 4 GASKET x TELLER WINDOW - ROUGH OPENING/PREP x TELLER WINDOW - FURNI5H/IN5TALL x ATM CONDUITS x ATM POWER x ATM DATA WIRING x ATM UNIT AND 5URROUND - FURNI5H/IN5TALL x COORDINATION OF OWNER'S VENDORS ON 51TE 4 x NOTE5: I_ CANOPY VENDOR'S COST NOT TO BE INCLUDED IN GENERAL GONTRAGTOR'5 BID. 2. FOUNDATION LAYOUT SHOWN ON STRUCTURAL SHEETS 15 FOR CONCEPT PURPOSES ONLY. 3. CANOPY 5U13GONTRAGTOR SHALL FURNISH AND INSTALL CANOPY L16HT FIXTURES- 4. GENERAL GONTRAGTOR SHALL PROVIDE WATERPROOF GONDUIT/WIRING SYSTEM FOR LANE CONTROL SIGNAGE AS SHOWN ON ELEGTRIGAL SHEETS. 5. GANOPY SIZE, HEIGHT, FASCIA PROFILE, AND FIN15HE5 SHALL COMPLY WITH ARCHITECTURAL DRAW I NOS. b. SEE CANOPY SFE65 FOR ADDITIONAL INFORMATION. GENERAL NOTES I. ALL WORK SHALL BE IN GOMPLIANGE WITH APPLIGABLE FEDERAL, STATE AND LOGAL BUILDING GODES, REGULATIONS, ORDINANGE5 AND STANDARDS INGLUDIN6 ADA AND OR OTHER HAND I GAP AGGESS I B I L 1 TY CODES. 2. GEN. GONTRAGTOR SHALL GOORDINATE WITH THE OWNER'S VENDORS REGARDIN6 SGHEDULING AND 5EG2UENG I NO OF THE WORK. 3. THE GON5TRUGTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DE516N AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF GON5TRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 4. THE DRAWIN65 ARE NOT TO BE SCALED. FOR INFORMATION GONCERNING EXISTING CONDITIONS, ETC., VERIFIGATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PREGEDENGE OVER SMALL 5GALE DRAWIN65. S. PRIOR TO GOMMENGEMENT OF ANY GONSTRUGTION, GONTRAGTOR SHALL VERIFY EXISTENGE AND LOCATION OF ALL EX15TINO ABOVE AND BELOW ORADE, UTILITIES, INGLUDIN6 SANITARY SEWER, STORM SEWER, WATER, CAS, ELEGTRIGAL, TELEPHONE, ETG. ANY DISGREPANGIES IN UTILITY LOGATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARGHITEGT. 6. GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR VERIFIGATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUGTION AND SHALL IMMEDIATELY NOTIFY THE ARGHITEGT OF ANY VARIANGE OR DISGREPANGY AFFEGTINO NEW GON5TRUGTION PRIOR TO PROGEEDINO WITH WORK. -7. GONTRAGTOR SHALL PROVIDE ALL NECESSARY BLOGKI NC IN WALLS FOR SUPPORT OF ALL EQUIPMENT, 5HELVINO, AGCE55ORIE5, 51ONAOE, AND OTHER DEVICES REQUIRED. 8. ALL PENETRATIONS SHALL RECEIVE GAULKING TO SEAL ANY TYPE OF ENERGY LOSS. q. THE GONTRAGTOR SHALL VERIFY AND GOORDINATE ALL APPLIGABLE D I MENS ION5 OF FIXTURES AND EOU I PMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 10. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPEGTIONS AS REQUIRED BY LOGAL JURISDIGTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL 5UGH INSPEGTIONS AND GERTIFIGATES OF OGGUPANGY. 11. GENERAL GONTRAGTOR S RESPONSIBLE FOR ALL 51TE GUT 4 FILL TO ATTAIN FINISH ORADES AS INDICATED ON THESE DRAWIN65. GENERAL GONTRAGTOR SHALL INGLUDE THE G05T OF ANY TOPSOIL REOUIRED IN ADDITION TO THAT ON SITE, AT THE TIME OF THE PRE -BID MEETING, IN BASE BID. 12. GENERAL GONTRAGTOR SHALL INCLUDE THE G05T OF POWER COMPANY ELEGTRIGAL TRANSFORMER, PAD, PRIMARY �$ 5EGONDARY GONDUIT5, AND SEGONDARY GABLIN6 IN BASE BID. 13. 516NS, EXGEPT AS I ND I GATED ON G I V IL DRAWIN65 AND ADA TOILET ROOM SIGNS, ARE PROVIDED BY OWNER'S 516N GONTRAGTOR. OWNER'S 51ON VENDOR WILL PROVIDE MONUMENT SIGN BASE (GONGRETE, STONE, BRIGK, ETC.) IF PROJECT REGUIRE5 DECORATIVE BASE. SEE SHEET L-I TO VERIFY IF REQUIRED. GENERAL GONTRAGTOR TO PROVIDE ROUGH -IN $ FINAL CONNEGTI ON. 14. GENERAL GONTRAGTOR TO PROVIDE FOUR (4) 30 YARD DUMP5TERS DURING GHA5E RETAIL MOVE -IN. 15. GENERAL GONTRAGTOR SHALL PROVIDE ONE SKILLED LABORER FOR ONE WEEK DURING CHASE RETAIL MOVE -IN. (40 HOURS) 16. OENERAL GONTRAGTOR 15 RESPONSIBLE FOR COORDINATING THE OWNER'S VENDORS ON SITE DURING GONSTRUGTION. REFER TO RESPONSIBILITY MATRIX - SEE TH15 SHEET. 1-1. GENERAL GONTRAGTOR SHALL BE RE5PON51 BLE FOR 5ET-UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT. GENERAL GONTRAGTOR SHALL ALSO OBTAIN FINAL SITE ADDRESS. 15. GENERAL GONTRAGTOR SHALL PERFORM A TOF06RAFHIG SURVEY PRIOR TO STARTING CONSTRUCT I ON AND REPORT ANY DISGREPANGIES I N GRADES AS COMPARED TO EXISTING GRADES INDICATED ON GIVIL DRAWINGS. SUBMIT A COPY OF TOP06RAPHIG SURVEY TO ARGHITEGT AND INDICATE ANY DISGREPANGIES ON SURVEY PRIOR TO GOMMENGIN6 EARTHWORK. CANOPY NOTES A. FOUNDATIONS I. CANOPY SUPPLIER TO PROVIDE FOUNDATION DESIGNS TO ARGHITEGT. ARGHITEGT TO UPDATE DRAWINGS ACCORD I HOLY. 2. GENERAL GONTRAGTOR TO PROVIDE FOUNDATIONS, INGLUDINO BASE PLATE OROUTINO, BASED ON DRAWIN65 FROM ARGHITEGT. B. CANOPY LIGHTING I. CANOPY SUPPLIER TO PROVIDE ALL CANOPY LIGHTING. 2. OENERAL CONTRAGTOR TO PROVIDE ALL LIGHTING CONDUIT, WIRING, AND FINAL GONNEGTIONS. G. GANOPY DOWNSPOUTS 1. CANOPY SUPPLIER TO PROVIDE ALL INTERNAL CANOPY DOWNSPOUTS. 2. GENi=RAL CONTRACTOR TO PROVIDE STORMWATER SYSTEM AND GONNEGTIONS TO CANOPY DOWNSPOUTS. D. SIGNAGE I. GANOP1' SUPPLIER TO PROVIDE ALL PENETRATIONS FOR GANOPY SIGNAGE. 2. OENERAL GONTRAGTOR TO PROVIDE 51GN GONDUIT AND WIRING, FINAL GONNEGTION5 BY OWNER 51ON VENDOR. E. SEGURITY I. GANOPY SUPPLIER TO PROVIDE ALL PENETRATIONS FOR CANOPY SEGURITY. 2. GENERAL CONTRACTOR TO PROVIDE SEGURITY GONDUIT, WIRING, INSTALL OWNER FURNISHED DEVICES, AND PROVIDE FINAL GONNEGTIONS. F. PAINTING I. FINAL PAINTING OF COLUMNS BY GENERAL GONTRAGTOR. W U) EY W 0 IL CD w F- 0 W I_ Cl Q W W O W w F_ z ►� Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart oM M to N m J CCV a m00 U_ cn 0) > Cv cm acm m 00 LU I- zt tV U as o La U � u- E C L E C m a E cJ o 4 G m This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: LIFE SAFETY PLANS AND NOTES PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CFIECKED BY kc. kc. SBEETNUM6ER A0■0 U) z O O 0 w N B A LED LIE71 ROOF A6. F XT'S (5 E BELOW ELEG) - 1'P. HIGH ROOF _ 2'-8' '-411 40 ABOVE (TYP.) O 2 m ` Ab.I D IIL - -- -1 -- - I 5YME30L LEGEND 101 A DOOR SYMBOL, F.E.G. RECIE55ED FIRE SEE SHEET A8.1 EXTINGUISHER GAB INET F WINDOW SYMBOL, SEE SHEET A8.2 F.E. SURFACE MOUNTED PARTITION TYPE FIRE EXTINOU15HER GABINET '4 DESIGNATION F.D. FLOOR DRAIN ® DOOR ACTUATOR CARD READER GENERAL PLAN NOTES: I. ALL DIMENSIONS ARE FROM FACE OF STUD TO FAGE OF STUD UNLESS OTHERWISE NOTED. 2. SEE SHEET A7.4 FOR PARTITION TYPES. 3. REFER TO G I V I L PLAN FOR NORTH ORIENTATION 15'-411 M.O. I SIM. At O 23'-3 11/I6" 2'-0" 1 2'-O" LO co O M CD M N J N LL N m n00 E QY M c N N U') co 0D mCD LLJ F- CD U) N U r 2 a c v S W > m CA a w w F- " a 0 U- E ¢ C m CU Qm O Eo M LU ~ o o N I A6.3 O � N NI I - r- 5 I Ag A6.2 m �r r O p 2.3Ul SI M. z I _ I I Q - (/) -1 ABOVE UATOR J z I I I I B I B ILL�RD = o I 10I 0 !- U A I I 0 r I O 1 1 LU Q I A6.1 I N N I N I VE5TIBULE aj I I 101 I I II I I o I Gi'-O" I N 101 I IOTA 4.1 I I� U I III I I II A5.1 I Florida Business License #: AAC001619 5 I A-f .2 Registered Architect: Kenneth Cowart Q 1 � I This drawing is the property of Associated Space A&. Design, Inc. and is not to be reproduced or copied in II ` -Q whole or in part It is not to be used on any other project s and is to be returned upon request. Scales as stated A8. _ ATM O - - - I herein are for reference only as normal reproduction - I processes may alter the accuracy of anginal drawings. Hill- 2 Associated Space Design, Inc. 2006 I � - �, - " 4.8 _ _ o II II 1 y 12 Fr'dG BOX V / GASKET b _i 51M 7 I I 1 1 TOP F USH W/ TOP I A5.I m m I A�.I I ) 7'-10 3/B" �'-2 7/8'u) -3 /8I 4Gf'-3 A511- II OF CC NG. ISLAND 1 I I I -1 2 I I O II i II = ` v O A6.4 I I 4 71-4 1/211 4 /8" ROOF OVERFLOW LEADER AND 3 2II x4ii VG 1 -2 I -2 d? t VAT BOLLARD I I FINISHED DIM. POWER/ DATA A/G CONDENSATE LINE IN- JUNGT ON BOX - DRIVE -UP TE LER = O O = ;M . , _. EL FLOOR BOX GHA5E WALL (SEE PLUMBING) 2 O FLUSH W/ TOP OF = i IOl i F E G LINE OF 50FF1 DRAW NG5 O O AI.I d p GONG. ISLAND --� ATM BOLLARD o f N I m I B ABOVE SPLASH BLOCK FOR 0 I PLAN T 5.5 - - - - - � - I I OVERFLOW NOZZLE (SEE - A6.3 - l_ I I _ "� PLUMB I NO DW65. PLATFORM %D I m - O -7 51M./OPP. HAND ABOVE m z a t- A7 I 6'-6 /&° I � A8. � A8 I 08.30.2011 REVISIONt ------- - tNO: DATE RFNIAKKS 'u h70.-O" "4' SIM. LLII30'-011Ib'-O" M.O. 2'-011 01 " " 1 1 4'-O" 26'-011 "a PLENUM ABV. i IG'-0" \ VETIBULE OYP. BD. I I GENTER WALL ON ALUM. SPLASH 3 CEILING BELOW` I CANOPY, 3 51M. STOREFRONT MULLION i PROVIDE SOUND TYP. A6.3 ATTENUATION IN A5.1 BLOCK A6.4 LIMITS OF w _" TOILET RM. WALLS THICKENED SLAB, O p�z I ------------------ SEE5/52.0 In - ; I A6. 1 RI € i t iit, r iolt 1.i 1F' i 1?pIl SIfi0i E i 3 , 1 14- (5) LED L16HTti I I 1 � \ .�. H FIXTURES (SEE - 4 / I ELEG. DWOS.) GONGRETE p ] _ I '-o' o CONFERENCE ry A7.4 I MEN E WOMEN `� 118 MOUNTED ON SIDEWALK, I 114 I I� I q `�' A I 1 GONT. ALUM. SEE CIVIL O PLATE PER DTL. 7'-8 7/8" -(p I �3%8 12'-O 5/Ib 10 ON 5HT. A6.8 = = 4 (TYP.) dJ <r F.D. �:, " \ H I ii 1 11 F.D. �-i I�---- h 0 I cv 0 I m G I i FILE ROOM POWER/DATA O _ O II -10 1/2" FLOOR BOX Lu W lu LU / \ 4'-5 3/411 I - -w..,� SEE ELEG. n � D m / 1 -110 I' 8" �� I 4 DRAWING y'' -_ Y z fY z \ � GLEAR \ _ LH in vu 0- MILLWORKH CHASE SIGN = c� LAD13E m I 9 �,1 PARTITIONS SEE wRAILING- I I DETAIL 5/ A7.5E MOUNTED ON � � �P SEE 5HT. I = �'�-� I; SPLASH I OUTER WALL . - BLOCK SEE A4.1 A42 = = II = G� m------------------- I FOR LOCATION � I 411 2 \411 411 u JCORRIDOR b LINE OF�fi�EGE55ED DOOR AND SIZE \ c� O SOFFIT 3G GLOSER/SPINDLE 2x2 ORID 113A �r E.W.G. O - I Ai.S �r= I O 4 ' � 4 I' 12" I I ABOVE LOCATED IN SLAB - OVER ATM = _ - - G� �t `n ROOM 0 2 cv m G7 G7 p G EXP. BELOW m = 2 - , , -I .', .. x, -IT. - m u I: d N Q7 %V A r t 1 I + 1 .. GENTER GLASS / cv - - C11-411 I 21 WOOD PARTITION 4 11 6 1 _ IN SOFFIT F ,ALIGN ---- L = o A 2 -0 6 I/ r + PRINTER _ BGM 5 4 3B --� -4 - A7.1 ' 112 I I G I I A7.5 �- 2 +, m 7'-4" 4'-O" CAST STONE GAP - NIN L�JNGE RK ol BELOW (TYP.) III I A 2 I LINE OF PARTITIONS SEE �m. - II I_ 11 1 II f; 1 11 8" LONG ALUM. TS ROOF 3 9 7 2FI _ A, 2- SOFFIT I DETAIL 3 / A7.5 (3x2xl/4 MILL FINISH O - -4 1/2ol WELDED ENDS) Al 4 BELOW � O I � I ABOVE < FASTENERS PER PE 4" LONG ALUM. TS = ROOF - B G ON 5HT. A6.8 (TY ) A 2 DRA I - G f5' N (3x2x1/4"-MILL FINISH d WELDED ENDS) W/ 2 4" G LONO ALUM. T5 (3x2x1/4"-MILL FASTENERS PER DTL: B A m GESSED DOOR FINISH WELDED ENDS) W/ 2 ON 5HT. A6.5 (TYP.) STAINLESS O s x _ - GLOSER/SPINDLE A, '` FASTENERS PER DTL. cf ON 5HT. Ab.B STEEL JANITOR � _ LOCATED IN SLAB 23 -I 13 IbI GENTERLINE OF SPINDLE ^ BACK 110 ,.,, : :, ,,,s � e� , �,r� 4..� �' { m 52'-4 1/211 PLAN AT TOWER PLENUM SCAB 2 SPLASH 5" dJ " 9' I I2 lf� 3A 1/4"= 1'-0" 6 F.Rv DATA I N A�5 CENTERLINE OF n.. SPINDLE CL 4 - G _.._:._.__.._.. LOBSY .._..__ ... .......... .. ,ohs �0 3 A-f dJ I gg jES � I p� 103 DOWNSPOUT, TIE INTO STORM WATER SYSTEM A6 3 O P. „ = 11 ! " H N q -O I, -4 W I 8 5 7/8 9 -7 /2 SEE GANOPY CONTROL JOINTS AT IB D�105. FOR OF COLUMN. A5 1 I ICI r A7.4 I I CANOPY ISOLATION JOINT AT I K-� _ DATA STRUGTURE COL. BASES. TYP. 2 III = a I a; dJ 10�{ PROVIDE 4' x 5' AND DETAILS ALL ISLANDS A6.5 � < I' -I" 1-111 A A I x 3/4" THK FIRE I I 4 n-RETARDANT ELEGTRIGAL PLYWOOD OVER GOMFORT ZONE 0 n _ GYP SD IN DATA - 1 O O O O z L1 in O O d? - - - A I ROOM (3 WALL5 4 r SEE 1 B/ A-f .4) B z � o i I B I I d1 "x8" 6" PVG PULL O O REFER TO I o/ I /_ 7- 8 -' - I I / t A A7.zPOWER/ DATA -J BOX / GASKET DETAIL WA5.1 TOP F U5H W/ TOP / I I I FLOOR BOX OF G NG. ISLAND I I I © NDERGROUND m I 4 A O I I f� m SEE ELEG. CONDUIT DRA I I N O -411 I'-10" `9 3 I O F I 4I TELLER LINE z l�11N65 OUTL I E OF I I AT - 105 � cy ATM I I VAT O O I I 3 I SEE IG / A7.2 FOR I I Q -13W I ABGM T-- TELLER LINE PLAN O • � � .1 rl� ����I � ,�,.,.n..�,.afl� �■m � � 1�7,� �■ i I - 1 I I ,, �■ ��� -- -- I 11111111111111111111111_ 2 �w-----------� I I I I I I I� �1 IT 171 LINE OF OL > ABOVE < � 2 4 5'-711 31_bll �JI_OII 21 �11 (f1_O11 �1_/ 11 �1_O11 811 CURB 5" A6.3 A6.3 l/ C/ 12'-611 11'-1011 23'-01' I I QII �{ 1_011 121_O11 �( 1_011 21-Q11 I / 1 O11 M.O. (VERIFY W/ GANOPY (VERIFY W/ GANOPY (VERIFY W/ CANOPY lam// T `� �/ �/ SHOP DRAWINGS) SHOP DRAWIN55) SHOP DRAWINGS) 65'-4" H G F E C 78'-O" A4.2 21_O11 CB FLOOR PLAN 21_OII A SCALE 1/4"= F-0" O - N REVISIONS: 6 DRAWIIVC, TTIIE: FLOOR PLAN PROJECT NO.: IS SITE DATE: 50568.12 07.15.2011 DRAWN BY CTIECKED BY: kc. kc. SBEETNUNDER A1.1 0 I I I I I Hill J1 __ I I �J I PAINTS WALL COVERING PT-1 PAINT: INTERIOR WALL, DOOR ff FRAME SURFACES WC_1 APPLICATION: ATM WALL IN ENTRY VESTIBULE MANUFACTURER: BENJAMIN MOORE DESCRIPTION: TYPE II VINYL WALLGOVERINO PRODUCT: AURA WATERBORNE INTERIOR PAINT W/GU5TOM CHASE SILK SGREEN W/48" WIDE COLOR: AG-5 "SPRINOFIELD TAN" PATTERN REPEAT PRINTED W/WATER BASED INKS FINISH: EGGSHELL FINISH 524 (WALLS) AND INSTALLED W/WATER BASED ADHESIVES SATIN FINISH 526 (DOORS $ FRAMES) MANUFACTURER: LSI WALLGOVERING PT-2 PAINT: INTERIOR WALL 5URFAGE5 (AGGENT WALL PRODUCT: 'SECOND LOOK' RECYGLED BEHIND TELLER LINE) WALLCOVERINGPRODUCT MANUFACTURER: BENJAMIN MOORE NO.: A5L-DLG31268 PRODUCT: AURA WATERBORNE INTERIOR PAINT VENDOR: D.L. COUGH COLOR: TO MATCH SHERWIN WILLIAMS SW-6356 CONTACT: KIM KOGER - (800) 433-076f0 X1008 "COPPER MOUNTAIN" SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFO. FORMULA: (r3 2X 30.75) / (WI IX 15-25) / (52 3X 28) (R3 14) / (RI 4X 8) WC2 APPLICATION: SOFFIT ABOVE TELLER LINE FINISH: EGGSHELL FINISH 524 DESCRIPTION: TYPE II VINYL WALLGOVERINC W/GU5TOM CHASE SILK SCREEN W/24" ROLL = 3 PT-3 NOT USED ROW PATTERN REPEAT PRINTED W/WATER BASED INKS AND INSTALLED WVWATER BASED ADHESIVES 2T-4 PAINT: INTERIOR WALL SURFACES (ACCENT PAINT MANUFACTURER: LSI WALLGOVERING USED W/GHA5E WALL COVERING) PRODUCT: 'SECOND LOOK' REGYGLED MANUFACTURER: BENJAMIN MOORE WALLGOVERINO pRODUGT: AURA WATERBORNE INTERIOR PAINT PRODUCT NO.: A5L-DLG31Gf50 GOLOR: HG-8I1 "OLD GLORY" VENDOR: D.L. GOUGH FINISH: EGGSHELL FINISH 524 CONTACT: KIM KOGER - (,500) 453-07110 X 1008 SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFO. 2T-5 PAINT: INTERIOR DRYWALL CEILINGS MANUFAGTURER: BENJAMIN MOORE WINDOW SILL PRODUCT: AURA WATERBORNE INTERIOR PAINT COLOR: NTRM READY MIXED GOLOR5 "SUPER WS-1 WINDOW SILL: TYPICAL THROUGHOUT WHITE" MANUFAGTURER: DUPONT FINISH: EGGSHELL FINISH 524 PRODUCT: GORIAN PT 5 NOT USED COLOR: SAGEBRUSH FINISH: GLOSS 51ZE: MINIMUM THICKNESS OF 1/2" CARPET GPT-I CTG-38-GT5 JOHN50NITE (DARK BRONZE) 5UBFLOOR LEVELER SYSTEM WOOD PLANK. AS REQ. WD-I FTS I — CARPET TO WOOD WOOD PLANK. ND -I GTG-EDGE (DARK BRONZE) /- PORGELAI N TILE. GT-I FTS 3 - WOOD TO TILE GTG-EDGE (DARK BRONZE) GRATE WIT RUBBER TILE GPT-2 FRAME 4 ORGELAIN TILE. CT -I FT5 -1 - DRAT I NO TO T LE/GPT CARPET GPT-I JOHN50NITE 5UBFLOOR LEVELER SYSTEM AS GTG-38-CT5 (DARK BRONZE) PORCELAIN TILE. CT -I FT5 2 — CARPET TO TILE JOHN5ON I TE LINOLEUM 55R-XX-B (BLACK) r— SEALED CONCRETE FTS 4 — SEALED CONCRETE TO LINOLEUM JOHN50NITE GTA-X-X-P �—GONGRETE (BLACK) r-PORGELAIN TILE FTS 6 — TILE TO SEALED G0NGRETE _JOHNSONITE GTA-XX-J (BL/ CARPET GONGRETE FTS 8 - CARPET TO SEALED GONGRETE FLOOR TRANSITION STRIP DETAILS SCALE 2 N.T.S. 1 El - -19-- El o WINDOW TREATMENTS (ED DRIVE -UP SHADES: DRIVE -UP WINDOW "GLO5ED" CPT-3 CARPET: FLOATING COMFORT ZONE ONLY LIN-1 LINOLEUM: RE5TROOMS / LOUNGE FLOOR TRANSITIONS STRIPS: WT 1 APPLICATION: MOTORIZED SHADES AT LOBBY SHADE MANUFACTURER: INSIDE OUTFITTERS MANUFACTURER: INTERFAGEFLOR, LLG MANUFACTURER: ARMS-TRONG FTS TRANSITION STRIP: AT MATERIAL � GONFERENGE ROOM AREAS. MANUAL SHADE PRODUCT: PLUS ORAPHI G OGR (OPAQUE GLUTGH PRODUGT: TO 5GALE PRODUCT: MARMORETTE - NATUREGOTE TRANSITION AREAS, AT LOUNGE (AS REGV PER PROJECT) ROLLER SHADE) PRODUCT NO.: 1465202500 PRODUCT NO.: LP045 SEE DETAILS ON SHEET A1.2 FOR MANUFACTURER: INSIDE OUTFITTERS COLOR: WHITE VINYL W/'GLOSED" CENTERED ON COLOR: 7764 "CONTOUR" COLOR: "PARCHMENT BEIOE" APPLICATIONS PRODUCT: SHEER WEAVE 2000 BOTH SIDES SIZE: 5OGM TILE SIZE: SHEETS MANUFACTURER: CERAMIC TOOL COMPANY COLOR: WHITE PLATINUM TYPIGAL SIZE: 65" X 36" EACH (TYPIGAL OF 2) BACKING: OLASBAG CONTACT: LOCAL DISTRIBUTOR OR JOHNSONITE OPENNESS FACTOR: 5% FURNISHED BY: GENERAL GONTRAGTOR FURNISHED BY: C.G. (INGL. ID% ATTIC STOCK) GR-1 WALK OFF CRATE: AT ENTRANCE VESTIBULES COLOR: SEE DETAILS WIDTH: SEAMLESS UP TO c0" INSTALLED BY: VENDOR CONTACT: VICTORIA DEVUONO - (312) 755-210I MANUFACTURER: NUWA1` PART NUMBERS PER DETAILS POWER: 120V / 6OHz / I.IA / 125W GONTACT: DENNIS HOFFER - (bOO) 742-3372 NOTE: INSTALL TILES IN SAME DIRECTION ® STYLE: REVERSIBLE FOOT GRILLE (CLOSED C.G. TO PURCHASE FROM: CERAMIC TOOL W BRACKET COLOR: ALUMINUM TO MATGH (PERPENDIGULAR TO ENTRANCE DOORS ALL. CONSTRUCTION) GOMPANY (bOO) 236-5230 OR STOREFRONT FLOORING DO NOT QUARTER TURN TILES) JOHNSONITE (800) 8aG-8g16 FURNISHED BY: GENERAL CONTRACTOR DOLOR: CHARCOAL WIPER STRIPS CPT-1 CARPET: SALES ZONE, FILE 4 PRINTER ROOMS O.G. TO PURCHASE FROM: WALL BASE INSTALLED BY: VENDOR MANUFACTURER: INTERFACEFLOR, LLG CPT-4 CARPET: TELLER LINE, ABGM -$ DRIVE -UP GONTAGT: MATS, ING, DAVID GASSADY GONTAGT: DENNIS HOFFER - (8OO) 742-3572 PRODUCT: MEDITATIONS 20 TELLER PHONE: (800) b28-7462 EXT 244 WB 1 WALL BASE: TYPICAL THROUGHOUT FAX - (614) 7G8-3511 PRODUCT NO.: IgY5002500 PRODUCT: SAME AS CARPET CPT -I BUT MANUFACTURER: JOHNSONITE NOTES: EAGH BANK OF WINDOWS WILL BE COLOR: 17660oi "MOCHA" APPLIED TO INTERFAGE'S CU5HIONBAG PLUS (INSTALL WITH WIPER STRIPS PARALLEL WITH PRODUCT: 'TICHTLOGK' WALL BASE WIRED TO A CONTROL UNIT IN THE DATA SIZE-. 5OGM TILE (ANTI -FATIGUE CUSHION) ENTRANCE DOORS WALL) FRAME: SGMATERIAL: VINYL (TGBR) ALUMINUM COLOR: #40 BLACK ROOM. A SINGLE WIRELESS REMOTE CONTROL BACKING: 6LASBAG FINISH: ALUMINUM PROFILE: 4-I/2" STRAIGHT (TOELESS) WILL BE PLACED IN THE BM'S OFFICE (LOUNGE FURNISHED BY: C.G. (INCLUDING ID% ATTIC STOCK) PROFILE: WOOD FLOORING: IN FRONT OF TELLER LINE CT-1 PORCELAIN TILE: LOBBY AREAS CONTACT: LOCAL DISTRIBUTOR SHADES WILL BE MANUAL). SHADES WILL BE CONTACT: VICTORIA DEVUONO MANUFACTURER: OAMMAPAR PROGRAMMED WITH PRE-SET UPPER AND PHONE: (312) 755-2101 MANUFACTURER: MARAZZI TILE, INC. LOWER STOPPING POINTS 5D ALL SHADES NOTE: INSTALL TILES IN SAME DIRECTION (PARALLEL PRODUCT: CHASE WOOD FLOORING PRODUCT: SIERRA MADRE GLAZED PORCELAIN TILE WODD SPECIES: MAPLE ' PLASTIC LAMINATE WILL GD UP AND DOWN AT THE SAME TIME TO COLOR: "SONORA" THE SAME 5TOPPING POINT (THE LOWEST A WITH TELLER LINE. DO NOT QUARTER TURN TILES) COLOR: CUSTOM WALNUT MEDIUM SPICE SIZE: 18" x 18" x 3/8" TILES PL 1 APPLICATION: MILLWORK WORK SHADE CAN GO 15 4' A.F.F. FINISH: PEDESTRIAN URETHANE SURFACES. HORIZONTAL SURFACES AT CPT-2 RECYCLED TIRE TILE: ENTRY VESTIBULE GROUT: CUSTOM BUILDING PRODUCTS #101 QUARTZ MANUFAGTURER: MATS, ING. SIZE: 4" WIDE X RANDOM LENGTHS (12' - 47") POLYBLEND SANDED, WATER BASED. APPLY TILELAB TELLERLINE OR GSG'S PRODUCT: REGYGLED RUBBER MODULAR TILE THICKNESS: 3/8" SEALANT MANUFACTURER: WILSONART APPLICATION: BLOCK VIEW IN BOTH INT. PRODUCT #: 4882-38 ('OILED EXT. AFFS. WT-4 SIZE: 12" x 12" x 3/8" ADHESIVE: NYDREE UP-28 GROUT JOINT: EQUAL MANUFAGTURER: LLUMAR FURNISHED BY: G.G. (INGLUDINO 10% ATTIG 5TOGK) FURNISHED BY: G.G. (INGLUDINO 10`% ATTIC, FURNISHED BY: O.G. (INGLUDINO 10% ATTIC 5TOGK) SOAPSTONE') CONTACT: DAVID GASSADY - (500) 628-7462 STOCK) CONTACT: JEFF AIGHELE FINISH- TEXTURED PRODUCT: NRM P52 CONTACT: DEANNA JANNEY - (434) 455- PL-2 APPLICATION: VERTICAL SURFACES AT COLOR: FROSTED, boi9b TRANSMITTANCE X244 PHONE: �i72.725.3165 (0) 404.21oi.oi415 (G) GONTAGT. LI5A BOAZ - (888) 257-5470 INSTALLATION NOTE: INSTALL TILES IN RUNNING 844a X440 TELLERLINE AND ILLS PANELS AT BGM BOND PATTERN PARALLEL TO FRONT OF BUILDING. EMAIL: DJANNEY DCSC (gN'I'REE.OM SEALED GONCRETE SUPPLIED AT ATM ROOM / MANUFAGTURER: WILSONART INSTALLER TO REVIEW TILES PRIOR TO LADDER / DATA / ELECTRICAL / JANITOR5 CLOSET PRODUCT #: _M35-07 ('SHAKER GHERR`0 INSTALLATION 4 LAY TILES OUT SO THE COLOR FINISH: TEXTURED FINISH LEGEND NT•SE 3 NOTES: I. APPLY 5/4" x 4' x 8' HIGH DRIGON FIRE TREATED £ 3 1; I I€ I g 1 I I I F F I l E I I I I E i= PLYWOOD OVER GYP. BOARD NALL SURFACE ON THREE WALLS IN DATA ROOM IOGI - SEE PLAN. • - PAINT PLYWD. PT -I LEAVING ONE (MIN.) FIRE -RATING LABEL EXPOSED OR AS REG'D BY o I � LOCAL FIRE OFFICIAL. MEN WOMEN " 2. PROVIDE FULL HEIGHT FRP PANELS AT ALL F- WALLS IN LADDER ROOM 117. 114 K 115 CONFERENCE 3. RUN WALLS UP TO ROOF DECK IN LADDER L -1 X N LIN-1 IIS ROOM I17. }' 4. PAINT ALL WALLS PT -I, UNLESS OTHERWISE NOTED F.D. F.D. ---F� - ©171�%F / GPT 1 + i O 5. ALL WALLS TO RECEIVE NB -I, UNLESS OTHERWISE r---- _ NOTED b. REFER TO SHEET A4.1/A4.2 FOR ALL EXTERIOR FINISHES. T F.D. INDICATES FLOOR DRAIN, SEE PLUMBING SHEETS 8. ALL INTERIOR DIFFUSERS REGISTERS LOUVERS A.."� re' PAINTED TO MATCH ADJAGENT :.: u CPT-1 SURFACE. REVIEW WITH ARCHITECT PRIOR TO _.....W_e_ _ .------- „: PAINTING. . B F FTS-8 - CORRIDOR : `� 7 F=Ln FTS-5 113 II - GPT-1 nix U L er; t r PRINTER I BGM PT-5 -I- IIz BOTTOM OF I GPT 1 ' SOFFIT LOUNGE III I I JOHN5ONITE LIN-1 I I SUBFLOOR 5UBFLOOR I LEVELER FTS-4 LEVELER I SYSTEM AS SYSTEM A5 REG. I REQUIRED FOR TRANSITION B/W CPT- I AND k 0 3 :..;" ... FTS-1 t n ......... i� .._� r :SC: .:::.::..... :... .... .. .3 A-vIfi:i i.::jur .: .: Da ................. . �f ::. :. Ha aEAx—. DER� ::::.... • • L E • EXP©5E aw ABOVE- PAINT SOTTO M • PT-4. PAINT :Df�cT/?i TELLER SIDE .. ` ..:.:.:.:.:.:.:•:• •:•i a.:..:.:...:......: :......................- ..... w FT - I :�08:::::•:•:•:•.•:•: :.::::::::::..:..::::::::: WALL ................... 1 COVERING SC.:: :.:.. >. WG-2 AT :..... ' I FRONT FACE, ....:..:...::::..... . ::.: STARTS FROM BOTTOM EDGE WC-2 / I PT-2 I I TELLER LINE PT-4 GLASS PARTITION SEE SHEET A7.5 FOR FINISHES AND COLORS 31'-a 1/2" +/ F.V. PORCELAIN TILE I I START B ALIGN TILE WITH CORNER OF BGM WALL I JOHNSONITE CPT-1 1 I G/L O SPINDLE SUBFLOOR LEVELER i dJ � TO E OF TILE SYSTEM AS REQ . —\ FT 0 0 IOrJ ABGM D/U TELLER z 107 GPT-4 I O O FULL CPT�4t r t _1 a TILE O O PT-2 ❑ II PT-5 I I JOHN50NITE SUBFLOOR LEVELER — — — — — — BOTTOM OF SYSTEM AS REG. SOFFIT I I ON NOOD :)ORI G kITH CT-1 m JOHNSON I TE --­` 5UBFLOOR LEVELER SYSTEM AS REQ. GOMFORT ZONE 104 CPT-3 WT-4 BOTH SIDES OF LOWER STOREFRONT FTS-6 FTS-2 ALIGN TILE WITH - GORNER OF DRYWALL RETURN AT DOOR 0 CPT as Cn Q u� U_ t7 w Of ma c_7 w 0 Q co of O of w H z rd U) O Z Q U) J J 2 2 LU N Florida Business License It: AAC001619 Registered Architect: Kenneth Cowart U"� co co N M N J LL N c� m a00 caLL t- 0 CO w > `„• Q C6 N LO co 00 ca W I— Ict cN 0 0 7 m Lo s` LL E 07 0- E a m t- 0 c m m Q � This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE; REMARKS: REVISIONS DRAWING TILT E: FLOOR FINISH PLAN PROJECTNO.: ISSUE DATE: 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUMBER Al m2 z 0 - 0 C� w N FLOOR FINISH PLAN SCALE 1 _--.--- -I 1 11 IF 1L FRP 5URFAGE FROt FLOOR TO 42'' AFF ON MOP SINK WALLS (MAINTAINING STAINLE55 STEEL BAGK5PLA5H) L f EQUIPMENT SCHEDULE GENERAL GONTRAGTOR SHALL FURNISH THE FOLLOWING ITEMS TO BE DELIVERED TO THE BANKING GENTER AT TIME OF 5UB5TANTIAL COMPLETION: GTY DESCRIPTION MANUFACTURER PRODUCT # CONTACT PHONE CELL. EMAIL 6 OUEUINC ROPES - 88G w/ 7.5 FT BELT TENSABARRIER Obi KEITH GARPENTIER 63I-4I5-5264 63I-2G1-3G53 kcorpentier® lowrencemeta .com 2 OUEUINO ROPE5 - 6 8&9 w/o BELT TENSABARRIER 889 KEITH GARPENTIER 63I-415-5264 63I-2cil-3�53 kcorpentferg lowrencemeta I som 2 VERTIGAL 51ON FRAME TENSABARRIER KEITH GARPENTIER 63I-415-5264 631-2cf I-5g53 kcarpentier@ lowrencemeta I som I REFRIOERATOR OE (OR EQUAL) OTSI7JBWBB I MIGROWAVE OVEN CAE (OR EG) JE51451DN5B I Iq" TV/DVD PLAYER COMBO INSIGNIA (OR EG) N5-LDVDIaQ-IOA I EXTERIOR WA5TE CONTAINER GZONE3850BLDMA TRASHGANDEPOT.GOM ALIGN CENTERLINE OF FURNITURE — PANEL TO GENTERLINE OF WINDOW FRAME. COORDINATE WITH ELEG. 5HT5. FOR POWER INFORMATION. rL FOR POWER/DATA OUTLET SHOULD BE 12" FROM PANEL RUN AND 10" A.F.F. ON WALL BEHIND DESK (TYP) SYMBOL LEGEND B.E. BANK EQUIPMENT: SUPPLIED � INSTALLED BY BANK EOUIPMENT SUPPLIER (N_1_G.) - REOUIRED OPENINOS, ELECTRICAL POWER, AND GAULKINO BY O.G. O.E. OFFICE EQUIPMENT: SUPPLIED ff INSTALLED BY GHA5E BANK (N.I.G.) G/L FOR POWER/DATA OUTLETS SHOULD BE 12" FROM PANEL RUN rL FOR POWER/DATA OUTLETS SHOULD BE 12" FROM PANEL RUN AND 10" A.F.F. ON WALL BEHIND DESK (TYP) EXTERIOR WASTE CONTAINER U3 U_ 2 CL CD LU rr U LJJ t� Q O W LU H Z C my UJ Ln x U ►I U) U) O Y Z Q CO J J_ 2 W N UMC13 CD coto N cn C� LL N n00 U- rn � N Q N N co En TMM cc W LIJ N -0 a c- @ `o a� U- m ua U a� o Ing L] v C Lo LL C L M c7 U) @ m a E � a H 0 a� c g` m cc U) z 0 0 0 } M 0- LU N t -`�► Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 1 08302011 REVISION I NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: FURNITURE PLAN PROJECT NO.: ISSUE DAZE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. FURNITURE PLAN i4m-E 1 SHEET NUNBER: A1.3 /0 - - — J— -- I -- I RAIN LEADER AND DOWN SPOUT 5EE DETAIL 3/A2.0 FOR JOINT DETA I I GONTI NUOUS METAL VENT PREF I N I SHED METAL CUTTER rz DIRECT APPLIED t I AGRYLIG FINISH II SYSTEM WITH' .: CONTROL JOINTS 1 ' AT 13' (MAX) APART- EQUALLY F 5PAGED FROM . CORNERS 0 CONTINUOUS METAL VENT PREFINISHED METAL GUTTER SEE DETA I L 5/A2.0 FOR . In I NT WOOD TRUSS WOOD STUD SOFFIT FRAM I NO BETWEEN TRUSSES UN I MAST CONTROL JOINT NO. Ocf3 (TYPE A5 REQ'D BY FINISH SYSTEM MANF'R.)- SEE REFLEGTED GE I L INO PLAN FOR LOGATION5 5/8" SHEATHING ON WOOD STUD FRAMING WITH STO DIRECT APPLIED FINISH 5''5TEM FOR SOFFITS IAM CONTROL JOINT DETAIL 6co, 3 LEGEND 4"X4" WALL WASHER L-13 ❑LED CANOPY LIGHT 2'x2' LAY -IN L F UORE5GENT -I L 5HEET E2.0 2'x2' LAY -IN FLUORE5GENT L-2 5EE SHEET E2.0 8" VIA. COMPACT 0 FLUORESCENT PENDANT LISHTS L-4 4 L-10 .5" VIA. GOMPACT O FLUORESCENT REGE55ED DOWNLI GHT5 Ei PHOTOGEH (SEE ELEGTRI GAL 5HEETS) COVE LIGHTING FIXTURE UNDER-GABINET TA5K L 1(5HT: REFER TO ELEG DW55 FOR ADDL INFO SURFACE MOUNTED LIGHT FIXTURE SUPPLY AIR GRILL: 5EE MECHANICAL RETURN AIR GRILL: SEE MECHANICAL —J Fr-7 EXHAU5T FAN: SEE MEGMANIGAL LIGHTED EXIT 516N ACT-1 AG0L)5TIGAL CEILING: APPLICATION: CUSTOMER AREAS MANUFACTURER: ARM5TRON& MODEL: ULTIMA OPEN PLAN $1442 BEVELED GOLOR: WHITE SURFAGE PATTERN: FINE 51ZE: 24" x 24" x 3/4" EDGE: BEVELED TEGULAR GRID: INTERLUDE XL 01/16" EXPOSED TEE GRID FIN15H: MITE ACT-2 AGOU57IGAL CEILING: APPLICATION: NON- CUSTOMER AREAS MANUFACTURER: ARM5TRON6 MODEL: ULTIMA OPEN PLAN COLOR, WHITE SURFAGE PATTERN: FINE SIZE: 24" x 24" x 3/4" EDGE: WIG" BEVELED TEGULAR GRID: 5UPRAFINE XL 9/16" EXP05ED TEE 5YSTEM GRID FINI514: WHITE GYP GYP5UM BOARD CEILING PAINTED PT-5 I. ALL INTERIOR DIFFUSERS, REOISTERS � LOUVERS PAINTED TO MATGH ADJACENT WALL. REVIEW WITH ARGHITEGT PRIOR TO PAINTING. LOCATE ALL FIRE SPRINKLER HEADS AT CENTER OF 2'X2' CEILING TILE (SEE FIRE PROTEGTION DWGS. FOR SPRINKLER LAYOUT). 0 ►� Cn W O Y Z Q (n J J_ 2 0— UJ N Florida Business License #: AAC001619 Registered Architect: Kenneth Court LO co o M W It co N co —i tNV LL N CL E ca J- C N > C4 QC4 �� (n 00 m w N a @ `o U- > 0� 0 0 Q � This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 U) z 0 0 0 2 a LU N 1 08.30.2011 REVISION 1 NO: DATE: REMARKS: REVISIONS: —UE ' DRAWING T11LE: REFLECTED CEILING PLAN PROJECINO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUMBER- REFLECTED CEILING PLAN A2.0 S C ALE 1/4"= 1'-0" PLAN AT T ROOEINC AREAS SYSTEM DESGRIPTION *ROOF AREA R-1 GONG. ROOF TILE OVER SELF ADHERING SHEET UNDERLAYMENT (SEE SPEGS.) OVER DEGKING- SEE STRUGTURAL SHEETS *ROOF AREA R-2 $ R-5 60 MIL REINFORCED FULLY ADHERED TPO MEMBRANE OVER 1/4'' DENSDEGK ROOFBOARD OVER (2) LAYERS FLAT 3" THIGK POLYI5OGYANURATE INSULATION MEGHANIGALLY ATTAGHED TO DECKING ROOF GRIGKET5 TO BE 1/4" PER FOOT FULLY TAPERED POLY150GYANURATE INSULATION MEGHANIGALLY ATTAGHED TO DEGK BELOW A5 PART OF ATTAGHMENT OF LAYER ABOVE. 1/2" START AT DRAINS DECKING- SEE 5TRUGTURAL 5HEET5 -*ROOF AREA R-4 � R-5 60 MIL REINFORGED FULLY ADHERED TPO MEMBRANE OVER 1/4'' DENSDEGK ROOF -BOARD OVER TAPERED 1 POLYI5OGYANURATE INSULATION MEGHANIGALLY ATTAGHED EXTERIOR SHEATHING ON METAL FRAMING i I ! ! I j NOTE: INSTALL ALL ROOF SYSTEMS AND RELATED GOMPONENTS IN STRICT AGGORDANGE WITH MANUFAGTURER'S SPEGIFIGATION5 AND INSTALLATION DETAILS. PROVIDE SHOP DRAWINOS FOR APPROVAL AS REQUIRED BY SPEGIFIGATIONS. PLUMBING VENT SEE PLUMB. SHEETS. VENT ' 17'-4" A.F.F. j SHALL BE FLASHED j T.O. GMU PER ROOF SYSTEM rP0 MEMBRANE MANUFAGTURERS r 2 AVER /4" ROOFING REGOMMENDATI ONS 30ARD ON TAPERED AND DETAILS NS. � EXT. 2TRUGT. FRAMING SEE STRUGT.) - 3 EXHAUST HOOD, SEE w z MEGH. DW&'5. HOOD TO p - D-:: GRIGKET AS I LED LIGHT BE FLASHED PER I REQUIRED FOR FIXTURES (SEE ROOF SYSTEM MANUF_ ! `p DRAINAGE 2 ON 5HT. AI.10 RECOMMENDATIONS X AND DETAILS + - + + + + -11+++++`++++ ROOF DRAIN, SEE DTL. + + + + + + + + + + + + + + + + + 3/A6.7 (SIM.) + 1 + 1 + SLOPE SLOPE 1/4" PER 1/4" PER 1'-0''! / + + 1' O11 ! (MIN) ! - T + (M� I N) SCUPPER + T ROOF DRAIN A6.8 i + + + (SEE PLUMBI NC) ` +L + A6.8 - ROOF HATGH ' I L +1+ + + + { Q r r + T OVERFLOW j 3 + + + + + + DRAIN /r- I + _ _ _ _ _._.. __ .... _�_.. _ .. -- _ _ _ . _.. 3 - + - + / i I + + + + + 1 + + + + J + + + + + Q-D- T + + + + + - - + +T+ II i O z + + T. + + 20 -O A.F.F. + + + T + + + + + - - + 1 + + T.O. METAL STUDS I D + + + —A — I D- A5.1 T t ROOF + + 'R—�' ARE/ ++++++ O TAPERED INSULATION I + + 4" MIN TAPERED INSULATION GRIGKET, TYP I;II I OINER PLENUM(131-011 AFF SCE z GRIGKET, TYP -- ++++++++++ -_ +++++ +++ } 1/4"- 1' 0"J + + + + + 6 g + + III I x I0001, I , I I,, , I, �_ �I v--J RTU- + + + + + + + + + + + + + + + + + - + ++ + + + 17'-4" A.F.F. I �� + + + + + + + + + + + + T T 1 i POLE SUPPORT FO MUZAK SYSTEM T.O. GMU i 1� + + + + + + �/+4 +i�Ei+I -0 + � l w ul ++++++ + { ++ M + SATELLITE DISH (RO F Sim. I Cl- 0- + + + + + + + + + + PENETRATION SHALL OPP O z \� + + + + NOT BE LOGATED OVEF HAND ,0,1N + + + II DATA OR ELEG. ROOM) + + + ! SCUPPER A6 8 1 8 rt + T + I A6.-7 _ — + + r A5.1 — ++++++ RTU-1 x� fi`00 I 2 I ROOF DRAIN, SEE DTL. 2 + ' T AREA !R-2 ! A6.AREA 6.5 3/A6.7 (SIM.) + + + + sl + + t I — 5i 8ii + + + r ! + + + I +++ 56" MIN. I VAT TUBE ENGLOSURE T + T T + T + T + + t + + WITH SINGLE PLY + ! ROOFING ON ALL SIDE + + + + + + + + L + + + + + + + TOP OF ENCLOSURE + + ++ + + + + + ++ II j + + + + + + _ + + + + + + + SHALL HAVE TAPER + + + + + + + + . + + + + + + + + + + + i + + + + + + + - I INSULATION TO PR IDE 4' -ci + POSITIVE SLOPE WAY + + + j FROM PARAPET ALL. + + + + CU- 1 PROVIDE 5EL + CU 2 100 LB 150 LB I ADHERING ET I + 4- UNDERLAY NT INSIDE r = + I=3ROOFING WALKWAY + + ! ! ENGLOSU PLATFORM ! RETURN SIDES FULL / I + + PADS OR ROLL AS SLOPE - --- - - --- -- - ----- - --- - ---- - - --- - — - - ----- - ---- - ---- - -- + �r SUPPLIED BY THE I/4" PER I'-O" i ---- - -`-- - --- -- I HEIGH II / II / _ + I ROOFING (MIN) II I iII 3 5 I MANUFAGTURER SLOPE SLOPE 2 + 100 LB A6.8 1/4" PER 1 -O ! 1 /4 PER I -O �I MIN i MIN \ II + + + 1 ! VENTED ROOF + + + + + + + + + + + II �}. II +T+ +-+ +T+ +T+ + 17'-4" A.F.F. T.O. GMU PRIMARY ROOF DRAIN I .1 1 �D- SLOPE \ 1/4" PER 1'-0" MIN / � D.S OVERFLOW 3 DRAIN A6.7 OPP. HAND 0 -I PRE -CAST GONG- SPLASH BLOCK ON 60 MIL TPO tu LU MEMBRANE PAD ON FLAT ROOF. EXTEND DOWN 0 � � SPOUT TO SPLASH BLOCK $ 5EGURE BOTTOM ELBOW TO SPLASH BLOCK - (TYP. BOTH SIDES) OFF -RIDGE p ROOF VENT - ON CURB PROVIDE 250 tu 50. INGHE5 NET Q O = z FREE AREA PRIMARY ROOF DRAIN OVERFLOW 3 DRAIN --\ D.S I I I I I i i I i ; i I i I I I I I I I .4 i I 17'-4" A.F.F. T.O. GMU >s I METAL PUTTER- 1 GUTTERI SECTIONS TO BE GONT. BETWEEN F ITTING6. PROVIDE EXPANSION I JO I NT5 1AS REG2U IRED. I (REFER i TO ELEVATION KEYNOIiES FOR MORE j � / 2 \ INFO.) I \ I II m o \ -JJ_ ... ---.-------- ! ! I I O.H. , \ ROOF I I I AREA R-1 j O.H. I I l II L { I ! II i I _�1 I -0 A6.8 _ ' SLOPE SLOPE i I — I_J I I� I li I w I li o I i / I I 20'-0" A.F.F. El T.O. GMU/TRUSS BRNC. � I i I I I it o II � m 6 AGGE55 HATGH L - -\ + + + + + + + - + + + + + + 1 + GANOPY T 1 O + + r + + + + !O _ FLASHING + + i GRIGKET T+ + I ++++++ +0 Q _g T.O. GMU REQUIRED FOR 1 - + +_I >Z = 1T-4" A.F. O — — 5GUPPER 5GUPPER L J L----- J 1-7'_4" A.F.F. D.S. (IN STEEL 3 2 ! SIM. T.D. GMU ' COLUMN BELOW), ! 4 T.O. METAL STUDS A6.3 ! TYP. 17'-4" A.F.F. i i Ab.3 1q -4 A.F.F. j + T.O. GMU I i i I I I cn U_ C.7 w w H U Q En W O x w z Ln M CD In M N Co '7j ILLN a00 ILLF Cu r] �IN 0 CV aC'5 G � to ce) Cu Cu W I-- 04 N ca `v LL as uj C] a� L- 0 ti E M Cn a o0 E o H c 0 m cn C Ca Q 3: MWE . (� O J, .:.xi U) J ' J o - >- ° U w N N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 i METAL GUTTER - CUTTER 5EGTION5 TQ BE GONT. BETWEEN I FITTINGS. GUTTERS TO 6.3 BE 6 " (W) X 4 3/4 "(D, STYLE 'K' WITH 2 1/4' X 4 1/4" GORRUCAT D REGTANGULAR DOWNSPOUTS. 1 08.302011 REVISION 1 PROVIDE EXPAN510t� DATE 3 JOINTS AS REOU I REL1. 6.4 REVISIONS: ! DRAWING TnT E: ROOF I PLAN PROJECfNO. ISSUE DATE: I i 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. I SHEETNUNFER A10 ROOF PLAN sCA1 a ! -1- E21 EIES-2 E2 EI I 3 EIES-2 I E4 B) PEAK OF ROOFAk _ _ 1L L_ --II _ —_ L 1---I H(Ep__T TRU55 5R6. HT. O_ 20'-8" EPT-4 E53 E2 0000 E3 , - I — - I E7 ' � CEI E 2 Eb E3 moo E12 Erb 11 111 1 1 __ 1 J I V_ G D E F C-7 H N V5. E13 EPT-4 EPT-2 T.O. GAN PY ELEV. E4 EPT-2 EPT-I 14'-2 11/2" EPT 4 E3� EPT-3 EIFS-2 EQ EG? 4'-O DfIVB-Up Clearance #=##" Drive -Up Clearance W-0" Drive -Up Clearance #'-##" ATM 'IN E17 �El7 B.O. AN EP B.O. BANDING \ E EV 10'-6 1/70- E18 E18 1011 1/2' E18 EB EIFS-I E32 EPT-1 E32 EPT-I E32 EPT-I I Eq EFT -I I I El E�i Eel E27 E5 E5 E5 —� - T.O. SLAB 0'-0" E 1 0 EEI E I O EXTERIOR C) �z 1 1/2" EIFS SYSTEM (5EE SPECS) I" WIDE X 3/4'' DEEP VINYL REVEAL (TO BE PAINTED) - 5/4" REVEAL SCALE 1 1/2"= 1' L_lw ly z IUD 1 1/2" EIF5 SYSTEM (SEE SPECS) 5/4" NIDE V-GROOVE EIFS CONTROL JOINT - U') co N co Q cm �,j -J N a cc �+ E CO " Li J ;Cj QN co .Y T co ac, co w CD W 04 L) CD 0 CD U_ LU m Cd C) ga F 7 _ LULo � � W LL E U W � m O E o W LU ~ v Q � 9 =6, BUILDING ELEVATION SCALE ,, „ 1 1/4 1 0 FAINT EPT-1 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED Y METAL 5URFAGE5 W MANUFACTURER: SHERNIN WILLIAMS tn W PRODUCT: METALATEX ACRYLIC, 5EMI-eLO55 0 PRODUCT NO.: E342 SERIES COLOR: MATCH IGI AO755 "GRAND GANYON" 0 FINISH: SEMI -GLOSS Z Q EPT-2 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED U) METAL SURFACES J U) MANUFACTURER: 5HERAIN WILLIAM5 = p - PRODUGT: METALATEX AGRI'LIG SEMI -GLOSS 2 ry PRODUCT NO.: B42 SERIES 0 COLOR: MATCH IGI AC724 "FARMERS = 0 ALMANAG" FINISH: SEMI -GLOSS LL w N N EPT-3 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES MANUFACTURER: SHERNIN WILLIAM5 PRODUCT: METALATEX AGRYLIG 5EM1-6LO55 PRODUCT NO.: E342 SERIES COLOR: MATCH "ALPOLIG BLUE" FINISH: 5EMI-eLOS5 t 0" EPT-4 EXTERIOR PAINT: EXTERIOR ALUMINUM / GALVANIZED METAL SURFACES MANUFACTURER: SHERAIN AILLIAMS PRODUCT: METALATEX AGRYLIG 5EMI-OL055 PRODUCT NO.: E342 SERIES Florida Business license #: -AAC001619 G0L0R: MATCH IGI A0187 "FRENCH GRAPE" Registered Architect: Kenneth Cowart FINISH: SEMI -GLOSS This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 rnrt �� EIF5 SCALE SCALE EIFS-1 EXTERIOR INSULATION � FINISH SYSTEM: EXTERIOR BUILDING ELEVATION 1,4"=1' 0„ 2 REVEAL 1 1,2„-1.0„ 3 EXTERIOR EIFS 5URFAGE5 (EIFS ACCENT BAND) MANUFACTURER: 5TO CORP. EI METAL ROOFING SYSTEM E8 b" TALLBER NI II �) THIGK STROKE VINYL ADDRE55 FEb ASPNELHALT T SAHINCLES, OAF ROOFING - 5RAND SLATE IN E24 FLUSH KNOX BOX - VERIFY LOGATION H MATCH COAT STUCCO SYSTEM FINISH TO PIFS OOR T. STO MATCHICITHERMA07 PREMIER IER EX CANYON" EIFS SYSTEM KITH CONTROL JOINTS AS INDICATED. BOLLARD AND COVER BY O.G. SEE DETAILS SHT. A5.1 DRIVE THRU SIGN- ELEG. POWER AND COMMUNICATION 8"x8" MALTESE GROSS (NOTICE OF LIGHT -FRAME ROOF PROVIDE WEATHER TIGHT PULL BOX AT CONDUIT STUB FINISH: STO LOTUSAN LIT 1.0 (FINE) E23 FE3 E2 Ea E17 REQ'D TRUSS GONST. PER FL FIRE PREVENTION CODE)- OPENING IN ISLAND. EIFS AGGENT OUIONS GONGRETE CURB � 15LAND5 CLEARANCE SIGN- NO ELEG. POKER REO'D CANOPY ROOF DOWNSPOUT NOZZLE. SEE AGM (ALUMINUM GOMPO5ITE MATERIAL) PANELS N/ DRY EIF5-� EXTERIOR INSULATION � FINISH SYSTEM: E3 [E 10 E15 E26 GANOPY DETAILS [E34] SEAL JOINTS OVER ALUMINUM TUBE AND METAL FRAMING EXTERIOR EIFS SURFACES (EIFS ACCENT BAND) [E4] EIFS BANDING [EI CHASE OCTAGON. REFER TO 51ONAGE PACKAGE REI EXTERIOR LIGHT FIXTURE, SEE ELEG. DNG5. E27 INTO GONG. MIN AIL DEPTH ORE 2" GONG. COVERAGEXYISUT FE5 PRE -FINISHED METAL COPING MANUFACTURER: STO THERMPREMIER NEXT COLOR: MATCH IGI AO724 "FARMERS FF� CAST STONE NATERTABLE F12 STOREFRONT SYSTEM H LED DIGHT ZI S}--IT.FIXTURES (SEE AI I OR MDUN� NCB) DWGS CARD READER - REFER E28 SE U RITY DRAWINGS PORO DD'L INFO. H �F-RIDGE ROOF VENT ON CURB FINISH: 5T0 1 NOTUSAN LIT 1.0 (FINE) FE& CAST STONE WINDOW SILL EIS POWER NSION BY SF NALPROVIDER.CONNECTION GYRO O.G. E21 PAINT SOFFIT EPT-I �2G PAINTED TO MATCHRELIEF SCUPPER(PRE-FINISHED OR E37 ADDIPHOTTIONAL INFORMATIOCELL. SEE ELECT. N. FOR CAST STONE FLASHING TO CONNECT GANOPY TO I" WIDE X 3/4'' DEEP REVEAL. PREFINISHED METAL FA5GIA PANEL, PAINT TO EIFS-3 EXTERIOR INSULATION $ FIN15H 5Y5TEM: RE E14 BUILDING. SEE SHEET 5/A6.5 [E22] SEE DETAIL 4 / A4.1 E30 MATCH, SUBMIT SAMPLES FOR APPROVAL E38 GOMPRESSED AIR LINE RATION FOR EXTERIOR EIF5 5URFAGE5 (EIFS AGGENT BAND) BANK EQUIPMENT BY OWNER. O.G. TO PROVIDE OPENIN05 HOLLOW METAL DOOR $ FRAME, PAINT .EPT-I. CONTROL JOINT- 5/4" WIDE 'V' GROOVE. SEE DETAIL PREFINISHED METAL GUTTERS, 6" N. x 4 3/4" DEEP, 4 1/2" DIA. NALL PENETRATION FOR MANUFACTURER: STO GORP. E8 AND ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH [E 15F23 3 / A4.1. ALIGN NITH STOREFRONT MULLION DELON. C31 K-5TYLE' N/ 4" N. x 2 1/4'' DEEP CORRUGATED EBG PNEUMATIC, VAT TUBE PRODUCT: STO THERM PREMIER NEXT FINAL APPROVED BANK EQUIPMENT SHOP DRANING5. REGTANGULAR DOWNSPOUTS. ALL GOMPONENETS EPT-4 COLOR: MATCH "ALPOLIG BLUE" FINISH: 5TO LOTUSAN LIT 1.0 (FINE) EXTERIOR ELEVATION SPECIFIC NOTES (NOT TO SCALE) 5 FINISH LGND SC ALE 6 1 08302011 REVISION I NO: DATE: REMARKS: REVISIONS: DRAWING TIITE: EXTERIOR BUILDING ELEVATIONS PROJECYNO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEE"I NUMBER: A4ol Lw� E16 H G F E D G PEAK OF ROOF 6 A 2 2 3 4 '!�LIIIIII:.I I I E31 F-33 EPT-4 E36 ll E4 EPT-4 E31 1 EPT-4 T.O. GMU/ ot T.O. MTL TRU55 BRNe. E 13 Ia,-4" 20'-8" o E21 EIFS-2 - EIFS-2 E35 EPT-4 EIFS-2 C FI EPT-4 2 T.O. GMU _ _ EPT-2 1-71-4" EIFS-2 E2 3 Ell w EPT-I PT-2 E4 ASEE4 T.O. GANOPI' E33 EPT-4 _ _ -- — cv EIFS-2 14 -2 1/211 EPT-3 w EQ EIFS-I ECG 4'-0' Fj--- E23 EIFS-I 20 U E2G . �TYR. Q E1� EIFS-2 E34 U N Q NJ EIS E17 B.O. BANDING E34 w10'-6 I/2" Q E3 E15 I E18 N EIFS-2 EIFS-2 1 �- LPT-I E32 EPT-I E32 PT -I E32 � EIFS-1 E3 E12 _ E7 N I — Eci E�i E�i EPT-I EGI E6 0 E3 E6 I I E5 E5 E5 E2-7 ' T.O. SLAB T E10 E10 E10 0'-0" —Zi— - - - E2 E2�f E3 B.O. BAND IN III 10'-6 1/2" H�_ E5 E-f AK T.O. WAINSGOT 3'-4" L L EXTERIOR BUILDING ELEVATION SCALE 0„ 1 Ln W 423 4 4.5 2.3 5.5 6 U) O Y 2 6 Z A5. 3 cn 2 3 I z _r 0 - 6, �.. 0 _l 1 T.O. MTL 2'-0" / -I�" 2'-0" pI I� } / '-V" " - 1la'-O" GENTER JOINTS ON C/ C/ DRIVE THRU N rWv HAS' COLUMNS 11-4 T.O. GMU� T.O. GMU E3,5 E3q 3 _ EI1=5-I — I EIFS-2 I I 6 TYR _ T.O. CANOPY ELEV. VAT _ 1 �� r 14 -z I/2 — EI FS-I , TUBE — — — ) OUTLINE ANOPY OF f �\ /1000, I O E2�i o EPT-2 0 Lam+ N EPT-I j B.O. CANOPY B.O. NOPY ELEV.Ah I I I/Z° Florida Baseness License #: AAC001619 EI� ALIGN WITH 10'-6 I/2" RejsteredArchitect Kenneth Cowart REVEAL I 6. MASONRY OPENING E F5-2 EIFS-2 EI S-2 Ell - This drawing is the property of Associated Space I( Design, Inc. and is not to be reproduced or copied in In PACKAGE whole or in part. It is not to be used on any other project E32 EPT—I DEPOSIT j/ RELIEVER and is to be returned upon request. Scales as stated 28 0 �� 0 herein are for reference only as normal reproduction j 0 E8 I / processes may alter the accuracy of original drawings. II Associated Space Design, Inc. 2006 E10 �= _ - -- , -- O --Oil 11 1/2" E2_7SHUNT TRIP (SEE Eq ELEG. DW65.) EXTERIOR BUILDING ELEVATION SCALE 2 EXTERIOR DRIVE-THRU ELEVATION SCALE 3 E1 METAL ROOFING SYSTEM E8 b" TALL y(WHITE) THICK STROKE VINYL ADDRESS Ed ASPHALT T SHIN&LES, GAF ROOFING - GRAND SLATE IN E24 FLUSH KNOX BOX - VERIFY LOCATION [E3]2 MATCH GOAT T STUGGO SYSTEM FIN15H TO [E2] EIFS SYSTEM WITH GONTROL JOINTS AS INDIGATED. —[Eq] BOLLARD AND COVER BY C.G. SEE DETAILS 5HT. A3.1 — DRIVFE 1-7] E THRU SIGN- ELEG. POWER AND GOMMUNIGATION EE 5R�S GONSTS PER OS (NOTICE OF LION -FRAME ROOF E33 PROVIDE OPENING INESLAND TIGHT PULL BOX AT GONDUIT STUB IRE EIFS ACCENT GUIONS CONCRETE GURB a ISLANDS CLEARANCE SIGN- NO ELEG. POWER REOV GANOPY ROOF DOWNSPOUT NOZZLE. SEE AGM (ALUMINUM GOMPOSITE MATERIAL) PANELS W/ DRY I 08.30-2011 REVISION t [E3] E 10 E 18 E26 CANOPY DETAILS E34 SEAL JOINTS OVER ALUMINUM TUBE AND METAL FRAMING NO: DATE: REMARKS: EIFS BANDING CHASE OCTAGON. REFER TO SIGNAGE PAGKAGE EXTERIOR LIGHT FIXTURE, SEE ELEG. DW05. 1 1/2" 4) ALUM. RAIL (EFT-1), GORE DRILL B EPDXY GROUT PRE -FINISHED METAL COPING REVISIONS: [E-41 [Ell] H F2� INTO GONG. MIN. 8" DEPTH � MIN. 2" GONG. COVERAGE E3� DRAMWGMT_E: - CAST STONE WATERTABLE [EI2] STOREFRONT 5 T STEM LED L I OHT F I XTURE5 (SEE ELEG. DWCS. E28 GARD READER - REFER TO E36 OFF -RIDGE ROOF VENT ON CURB EXTERIOR DTL. 2/SHT. A1.1 FOR MOUNTI NO) ❑ 5EGURI TY DRAWI N05 FOR ADD L INFO. ❑ BUILDING CAST STONE WINDOW SILL E13 SION BY SIGN PROVIDER. ELEGTRIGAL PAINT SOFFIT EPT-I RELIEF SCUPPER (PRE -FINISHED OR PHOTOCELL, SEE ELECT. DRAWINGS FOR ELEVATIONS E6 POWER s FINAL CONNECTION BY G.G_ E21 E2G PAINTED TO MATCH ADJACENT FINISH) E37 ADDITIONAL INFORMATION. PROJECT NO.: ISSUE DAIS: E CAST STONE 6FLASHING TO CONNECT GANOPY TO I" WIDE X 3/4" DEEP REVEAL. PREFINISHED METAL FASCIA PANEL, PAINT TO 3 1/2" DIA. WALL PENETRATION FOR 50568.12 07.15.2011 E14 BUILDING. SEE SHEET 3/AS E22 SEE DETAIL 4 / A4.1 E30 MATCH, SUBMIT SAMPLES FOR APPROVAL [E58] COMPRESSED AIR LINE DRAWN BY: CHECKEDBY BANK EQUIPMENT BY OWNER. C.G. TO PROVIDE OPENINGS HOLLOW METAL DOOR 4 FRAME PAINT EPT-I. CONTROL JOINT- 3/4'' WIDE 'V' GROOVE. SEE DETAIL PREFINISHED METAL GUTTERS, 6" W. x 4 5/4" DEEP, 4 1/2" DIA. WALL PENETRATION FOR kc. kc. E8 AND ELEGTRIGAL REQUIREMENTS IN ACCORDANCE WITH E15 E23 3 / A4.1. ALIGN WITH STOREFRONT MULLION BELOW. E31 'K-STYLE' W/ 4" W. x 2 1/4" DEEP GORRUBATED FH PNEUMATIC VAT TUBE SHEET NCJNIDER FINAL APPROVED BANK EQUIPMENT SHOP DRAWIN05. RECTANGULAR DOWNSPOUTS. ALL GOMPONENETS EPT-4 scAr� A4,l EXTERIOR ELEVATION SPECIFIC NOTES SCALE SCAM, 4 GLOAKED VENT TILES FOR GONG. 11 II —1 7 1 I I I I l_ I '--I -L 11l I LCU'i 1 1_L1 T1 r I s I J_I 1_ rn -— U TILE ROOF (SEE 5PEG5) OPP. -O• TYPIGAL TONER FRAMING REFER TO SEE 5HT. 1 / 11 , G_�t�1�t�1�t�1�t�t�t�1�1�/�_��,�/�q�NUM 1_I�1_I,�. 1_ll_I_ I GUTTERI�� D T.O. ==�D i DOE ul lu •- DIREGT APPLIED AGRYLIG FIN. SYSTEM AT ROOF OVERHANG (5EE SPEGS) Ibxl c � i FOR I I /IL B_O_ GONG- BMl -_54:x " PER STOREFRONT SYSTEM - TYPIGAL ROOF GONSTRUGTION, SEE 5HT. A5.0 PRE-ENGINEERED TRUSS, SEE STRUGT. EXTEND PLYWOOD SHEATHING DOWN FROM TOP OF ROOF TO TOP OF BLOGKIN& TO GREATS DRAFT STOP SEPARATION SLOPE 1 /4" PER FT. (MIN) G FULLY ADHERED ROOF MEMBRANE ON VERTICAL TRANSITION WALL PRE-ENGINEERED TRUSS, SEE STRUGT MEGH. EQUIPMENT AREA SEE MEGH SHEETS SLOPE 1/4' PER FT, (MIN) _ SUSP. AGOUST. TIBIJLE I TILE: GLG. I i GLG. HEI&4TAN 101 B.O. 5TL. BM —1 " (3 0 1 WG-I WALL STOREFRONT � I I I I, r�-IA�E� I� i I �Q � C:) I GLG. HEIGHT � COVERING I � (Opp. Q _O HAND I b. GLAZED ALUMINUM � I � � I SUSP. I �J) STOREFRONT SYSTEM TILOUST. z � ATM MACHINE - GLG- � o DATA SEE CIVIL FOR OR SIDEWALK I'Bm N LOBBY I \\ \:\ ITELLEC) /GRADE I 103 I I� LINE O O T.O. SLAB SEE SHT. A1.2 I I- I �,, � `• O ELEV. I s - I FOR FLOOR I\\ y I CD OC FT 40fili. CONCRETE I TELLER DESK, I I GONGRETE SLAB, FTC., SEE GONGRETE SLAB, SEE STRUGT. 5EE 5HT. A�.2A 1 SEE STRUGT. STRUGT. `-------------------------- — ( T.O. MTL E 1 EXTEND PLYWOOD SHEATHING DOWN FROM I TOP OF ROOF TO TOP OF BLOCKING TO GREATE DRAFT STOP SEPARATION T.O. GMU IV IT-4"/' i�i/�% TRU55 ROOF ; / , ,�m!�j/i FRAMING REFER TO 5TRUGTURAL PLANS i 5LOP /4" PER F ) IN SUSP. AGOUST. F TILE GLG. I LOUNGE )RINTER I III IIZ A G 1 (51M.) 6. SEE SHT. Al. 1 FOR -SEGTION PATH � — I ALUM. GOPING (TYP.) ---\ F PAINTED CEILING HE16HT I GYP 10'-10" BOARD SOFFIT I SUSP. GLG. AT ,5'-O" O A.F.F. / BGM I CORRIDOR Ila 113 ;� I I I I I I � I I I I l 1 3 BIM. f l I I T.O. GMU 17'-4" 6 CANOPY SLOP I I/ " PER -FTI MIN)NERWA ��--- _ II I � I I GLG HE16HT I 8'-O° � SUSP. I I / / AGOUST. / TILE JANITOR GLG. / I10 I \\ I I I I \ I I \ I I I l 1 BUILDING CROSS SECTION SCALE 1/4— 1'-0" TRUSS ROOF FRAMING REFER TO 5TRUGTURAL PLANS 174- PER TT. (MIN LOBBY 103 SLAB CROSS SECTION BUILDING CROSS- SECTION 1 T.O. GMU I I OFF I 3 HAND I I I I I B.O. EIFS BAND I I 10'-6 I/2' I I I I I I � I I I I I � I I I I I I T.O. WAINSCOT I I I I I T.D. BUILDING I I � J SCALE 2 1 PAVEMENT4. , ` s � STD. STEEL PIPE (OALV) -FILLED PLASTIC BOLLARD COVER, SEE SOLID W/ CONCRETE - 4" O. D. X BOLLARD COVER NOTES 4'-b" HIGH DOMED TOP G.I.P. GONG. Oz SEE FLAN CONCRETE ISLAND � � „ R=3/4 POSITIVE � z DRAINAGE 7/8" � O P.) � TYP FINISHED 7 VAT BOLLARD DETAIL SCE b" NOMINAL (6.625" O.D.) CONCRETE DOMED TOP STEEL PIPE. 2 I/2" NOMINAL (2.8-15" O.D.) STEEL PIPE, PLUG WELD WITH DRILLED HOLES TO 6" STEEL PIPE. FILL BOTH PIPES WITH � � CONCRETE. LU � BOLLARD COVER -SEE BOLLARD BOLLARD COVER NOTES FOR J � TO BE PRODUCT INFORMATION FACTORY PRIMED POSITIVE N DRAINAGE L (TYP.) �_ T.O. I S , L O 2 • , 2 I/2" NOMINAL (2.8-I5" O.D.) STEEL PIPE. PLUG WELD 6" NOMINAL TOGETHER (6.125" D.D.) AND FILL STEEL PIPE. BOTH PIPES ° • WITH CONCRETE. EDGE OF GONG. SEE Q. ° ISLAND PLAN � E30LLARD FLAN E30LLAR10 SCOT I Oil ATM BOLLARD SECTIO NOTE: THIS LAYOUT IS BASED ON DIEBOLD OPTEVA 750 DRIVE -UP ISLAND ATM. VERIFY LAYOUT WITH FINAL BANK APPROVED MFR'S DRAWINGS BEFORE CONSTRUCTION 8"x8"xb" PVC, PULL BOX W/ SIDEWALK RATED GASKET TOP FLUSH W/ TOP OF GONG_ ISLAND UNDERGROUND CONDUITS TO BRANCH v loft v DETAIL 5/A5.1 IN -SLAB CONDUITS TO PULL BOXES ISLAND SLAB N &PLAN 5 1 2"�1'_0" NOTE: TH15 LAYOUT IS BASED ON DIEBOLD VAT 21 #134-86 CUSTOMER UNIT DETAILS. VERIFY LAYOUT WITH FINAL BANK APPROVED MFR'S DRAWINGS BEFORE CONSTRUCTION n M cCo v CCa Ll_ E m N m J C�V ILL N m U C O] Q.. m E a 0 C � m Q 3: 0 M6, IM Y_ 0 Z Q J � J Z .; = o - � o 2 0� fl � W IN , 11 8"x8"x6" PVG PULL BOX W/ SIDEWALK RATED GASKET TOP FLUSH W/ TOP OF GONG. ISLAND 8" I'-O" UNDERGROUND CONDUITS TO BRANCH 1 � IN -SLAB GONDU ITS Florida Business License #: AAC001619 � TO PULL BOXES Registered Architect: Kenneth Cowart ISLAND SLAB This drawing is the property of Associated Space „ I Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project 1" I and is to be returned upon request. Scales as stated I DETAIL 4/AS. I herein are for reference only as normal reproduction / \ processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 APPROX. OUTLINE I i = _ - OF ATM ON CURB - O LL No: DATE: REMARKS:PR0.TECfNU_- ISSUE DAM: K E REv1sloNs: DRAw>rrG TITLE: BLDG SECTIONS AND DETAILS 50568.12 0715.2011 DRAWN BY CHEC D BY. kc. kc. SHEETNCIMBER A5.1 ® rLrrrru®rr�ul n B.O. GONG. BM. 10'-8" D n e AGOUSTIGAL ` CEILING TILE SUSPENDED FROM STRUGT. WOOD TRUSSES, T''P. LOBBY 103 ALUMINUM STOREFRONT SYSTEM TEMPERED GLAZING - 1 1/2" RIGID IN5$Ll I I I IbATT. IN5UL. — OW8 ON FURRING GWB CEILING ON METAL FURRING ff 16" O.G. ATTAGHED TO 2 1/2" GHANNELS ® 48" O.G. 1 MAX. HUNO FROM STRUCTURAL JOISTS ABOVE SIM. VESTIBULE 101 D D D s D LIGHT FIXTURE, (SEE ELEG. DWOS.). - -- - - OWB SOFFIT ON MTL. FRAMING, PAINTED ------ 5TL. BEAM, SEE STRUGT. DW05.- GONG. SLAB ON GRADE, SEE STRUGT. DW05- 2 ASPHALT 5HINOLES OPP. HAND 1 ALUM. GUTTER TRU55 5EARIN6 / T.O. GMU ot 20'-8" GONT. ALUM. VENT AT PERIMETER OF ROOF DIRECT APPLIED _ AGRYLIG FINISH SYSTEM FOR SOFFITS ON 5/5" DENS OLA55 OOLD SHEATHING CHASE BANK SIGN BEYOND, TO BE INSTALLED BY SIGN GONTRAGTOR 1 1/2" EIFS SYSTEM W/ GHANNELED ADHESIVE, AIR / MOISTURE BARRIER ON SHEATHING METAL STUD FRAMING (SEE STRUGT.) GONG. TIE BEAM (SEE 5TRU DWGSJ B.O. GONG. BM. 3/4" V-GROOVE DRIP s I AGM PANELS OVER TS STRUCTURE WITH STRUGT. MTL. FRAMINO i I INFILL --== iAt` J B.O. 5TL. 5M. C1'-1 II ALUMINUM STOREFRONT SYSTEM GAST STONE VENEER VAPOR BARRIER I` i d n ° d a ° d. / �' \ / 7416 v//y X/ V\ TOWER SECTION SCALE 3/4"= 1'-0" GONG. BEAMS (SEE STRUGT. DWGS.) CEILING HT G'-6" ACT. CEILING 5USPENDED FROM TRUSSES, TYP. 5/5" GYP. BD. ON 1-1/2" 'Z' FRAMINO 16" O.G. (TYP.) STOP 6" ABV GLO. RIGID INSULATION (FIN. FLOOR TO ROOF TRUSSES) — GONG. SLAB ON GRADE, SEE STRUGT. DW65- 0 � 51 MY 2 Opp. 6.1 ASPHALT SHINGLES HAND l ALUM. GUTTER TRU55 SEARING / T.O. STEEL BEAM 20'-8" GONT. ALUM. VENT AT PERIMETER OF ROOF DIRECT APPLIED AGRYLIG FINISH SYSTEM FOR SOFFITS ON 5/b" DENS GLASS GOLD SHEATH I NO 1 1/2" EIFS SYSTEM W/ GHANNELED ADHEES I VE, AIR / MOISTURE BARRIER ON b" GMU GAST STONE WATERTABLE AGM (ALUMINUM GOMPOS 1 TE MATERIAL) PANEL GANOPY (BEYOND) CAST STONE VENEER GONG. PAVEMENT TO PITCH AWAY FROM BLDO-SEE G I V I L SHEETS SLOPE d. 141 ° d ° VAPOR BARRIER / \ �j / , / / i / / / , / GONG. FOOTING (SEE STRUCTURAL) ° d a.a d \ a.. d dv q - d �° 1 TOWER WALL SECTION SCALE 2 Cn Q U) 0 0 Z Q U) J J_ W N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart Ln M o m co v M N cn LL N lL5 � Q Ca Ca LL N Cn � N [V aC6 t N ] �t co +. T En 00 ca W F-- N -0 ca 0 LL (DC6 0co D LQ C � LL E C a] CL CO C Q (Q a c m W Q � This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING, TfI7 E: WALL SECTIONS PROJECrNO-: ISSUE DAM 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. SHEET NUNMER A6ml z 0 - 2i 2i 0 0 w N L I - - _1 _1 I - 1_ - -�_ L _-1 1 A I 1 -_ - 1 '11I I I ;..! 11 L.'UtNll 111111 I i129 1 11'. L➢ 1!I'll, I 1 lh '111 L1 - L----- : I 1 A.G.T GLG HT PLUMBING GHASE (BEYOND) \ \ ATM ROOM 102 IGID INSULATION (TYP.) ONB CEILING ON METAL FURRING 6 Iro" O.G. ATTAGHED TO 1 1/2" CHANNELS a 4a" O.G_ MAX. HUNG FROM STRUCTURAL JOISTS ABOVE TEMPERED GLAZING (BEYOND) ALUMINUM STOREFRONT SYSTEM (BEYOND) GONG. SLAB ON GRADE, SEE STRUGT. DN05- i CHA5 E./o Lobby Hours Mon - Sat;' 9:00-5:00 Sun Closed Driv"p Hours rn - Sat 9:00 - 5:00 n Closed \ N GO I L PAGKAGE T (SEE MEGH.) i Q RIGID INSULATION (TYP) L 1 OHT FIXTURE, (SEE F ELEG. DNGS.).O OAB SOFFIT ON MTL. =47 FRAMING, PAINTED B.O. ALUM. PANEL 101-6 1/2" I STANDING SEAM METAL ROOF I N0 ON I GE 4 WATER SHIELD OVER EXTERIOR SHEATNO ALUM. GUTTER 7RU55 BEARING / T.D. GMU 201-61 GONT. ALUM. VENT AT PERIMETER OF ROOF DIRECT APPLIED AGRYLIG FINISH SYSTEM ON 5/5" DENS 6LA55 GOLD SHEATHING (SEE 5PEG5) GHASE BANK SIGN BEYOND, TO BE INSTALLED BY SION CONTRACTOR 1 1/2" EIF5 SYSTEM N/ GHANNELED ADHESIVE, AIR / MOISTURE BARRIER ON 8" GMU WITH FOAM INS. FILLED DELLS S I NOLE PLY ROOFING I OVER TAPERED R I C 1 D INSULATION. ON EXT. I SHEATHING AND STRUCTURAL METAL FRAMING (SEE STRUGT.) Ab.4 I I i I r� �i • 1 B.O. GONG. BM. (j I i AGM PANELS OVER TS STRUCTURE AND STRUGT. I { METAL FRAMING ------- I NF I LL(SEE STRUGT) ALUM. GURTAINNALL SYSTEM N/ INSULATED OLAZ I NO 4" GA5T STONE VENEER (BEYOND) FIN. FLOOR d v d_ d v. d ° d v a d � e d d a d d ° d v 01 d —Ou d d ° v d 6 d , d ° ° ° d d d v. c d d d - G d d v v d d' d° d $ d a d ° v d d d j \ \ /" / / \ / / i \ i. / / i d G G_ i ON SEE 5 RUGT. FOOTING \ \" i \ \ `i i / T D / \ \ / NC 5 / ( .Q / / i d / i' d ° d ° \ a \ \ \ \ / i o TOWER CROSS SECTION SCALE 3/4" = F-0" 0 Cn Q LO Cl) C7 M cD � M CV M J CMV LL CA CL alLL cu M aC'5 N LO co In 00 cu W F 0 RCT r > LL m vi U �v a y C3 W C M LL E C o ca a °0 E o Q m � m m Q � N U) U) O Y z Q (/) J U) J z = o o - !— U 2 W } W = N N Florida Business license #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 1 08.30.2011 REVISION 1 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: TOWER CROSS SECTION PROJECT NO.: ISSUE DATE: 5056 .12 s 07.15.2 1 0 1 DRAWN BY CHECKED BY kc. kc. SHEETNUMBER A61 11 — T 1 u9� N! ll; II IL Ii u n „� � 0a-1 L0 M O n GOL CANTED ALUM. GOP I NO W/ GLEAT EA, SIDE -_7 T.O. GMU / FULLY ADHERED 17'-4" n' 5I NGLE PLY TPO `hb ` ROOF SYSTEM OVER •at' I POLYISO. INSULATION, �(� I SEE SHEET A3.0 SLOPE REFER TO STRUGT. --' FOR BOND BM. REOU I REMENTS E.I.F.S., 1 1/2" THIGi<�-- 8" REINFORGED GMU WALL WITH FOAMED IN PLACE INSULATION — 51M. G.I.P. BEAM (SEE STRUGT. DWGS) - H.O. G.I.P. BM. 1O'-6 1/2" EIFS FINISH AT WINDOW JAMB BEYOND STOREFRONT SYSTEM kin "i 91 111113. le METAL FLASHING GAST STONE WATERTABLE \ 1 GONT. BLOCKING (SEE STRUGTURAL) RIGID SULK BEYOND UNDERSIDE ROOF DECK PRE-ENOI NEERED TRUSS, SEE STRUGT. DWG'5 5YP5UM WALL BOARD TO 6" ABOVE GLO. HE 1 OHT SUSPENDED — AGOUSTIGAL GLG, SEE SHEET A2.0 LOBBY 103 GYPSUM WALL- BOARD AT JAMB BEYOND NOTE: ALL GYPSUM BOARD ON ALL EXTERIOR WALLS SHALL BE MOLD RE51 STANT TYPE. SEE: SPEC, TOP OF GAST 51LL I 5/5" OYPSUM 71 WALLBOARD ON 1 1/2" METAL 'Z' FURRING AT 2'-0" 0, G. W/ RIGID INSUL. GAST STONE 8" RE I NFORGED GM WALL WITH THRU FLASHI NCB FOAMED IN PLACE ® b" ABOVE INSULATION, TYP. EXTERIOR FINISH GONG. SLAB ON EXPANSION GRADE, SEE JT. MATERIAL V STRUGT. DWGS- d,\ T.O. 5LAB I SLOPE ZI, 7 0'-0" -a a ° ° . o a ° GONG. 51DEWALK,\A�, \VA` PAVEMENT OR �/' /,AV� ///! \\ VAPOR GRADE TO PITCH BARRIER AWAY FROM%� as a \ (SEE 5PEG5) BLDG. SEE CIVIL .a \, ��GSRETE / FOOTINS SEE STRUGT. GOL CANTED ALUM. I GOPINS W/ CLEAT EA, 51 DE — ---� -- FULLY ADHERED MEMBRANE T.O. GMU / FLASHING 17'-4" I FULLY ADHERED SINGLE PLY TPO 51 M. I I ROOF SYSTEM 8" REINFORCED I I OVER POLYISO. GMU WALL WITH INSULATION, SEE FOAMED IN PLACE I I SHEET A3.0 INSULATION, TYP. T.O. TRU55 VARIES ; . GONT. P.T. 2X8 EIFS 1 1/2" THIGK qi GONT. TIE BEAM (SEE STRUGTURAL FOR TYPE $ SIZE), TYPICAL. G.I.P. BEAM (SEE STRUGTURAL) 1 At IN ti ALIGN W/ TOPOF LEDGER (SEE STRUGTURAL) PRE-ENG 1 NEERED TRUSS, SEE STRUGT SHEETS WINDOW I 4 I 0YP5UM WALL- BOARD TO (%" N ABOVE GLG. HE I OHT _I EIFS, 1 1/2" THIGK SUSPENDED (SEE SPEGS) _ AGOU5TIGAL N GLO, SEE SHEET A2.0 I" WIDE X 3/4" -' DEEP REVEAL, TYP 5/8" GYPSUM WALLBOARD ON 1 1/2'' METAL 2' N FURRING AT 2'-0" 0. G. W/ RIGID INSUL, 8" REINFORCED J GMU WALL WITH FOAMED IN PLACE NOTE: INSULATION, TYP. ALL 5YP5UM BOARD ON N ALL EXTERIOR WALLS SHALL BE MOLD RE51 STANT TYPE. -' SEE SPED METAL / FLA5H I NG I GAST STONE I LOBBY WATERTABLE I I 103 T.O. GAST 51 LL 4 A63) I I I I GAST STONE I I 8" REINFORGED GM VENEER WALL WITH FOAMED IN PLACE THRU FLASHING I INSULATION, TYP. ® b" ABOVE I - EXTERIOR FINISH i GONG. SLAB EXPANSION ON GRADE, JT. MATERIAL I I SEE STRUGT. I SLOPE I DW55. T.0.5LAB01-011 ---- as a GONG. SIDEWAL\\��I\ PAVEMENT OR //\\\\V �� \V \ VAPOR GRADE TO PI TG4 \ :/ BARRIER AWAY FROM I \ (SEE 5PEG5) BLDG. SEE G I V I4 \ DwGs I \ CONCRETE FOOTING \\ SEE STRUGT. DWG 5 GOL SIM Abb I --7 I T.O. MTL 5TUD5 (I 20'—O"Lo- - J - I i I I I 2" T.O. GMU 1 1'-4" VH, `hh ;,• 1 1/2" EIFS ON CHANNELED ADHE51 VE ON MANUF. AIR/MOISTURE BARRIER OVER SHEATHING 6" METAL STUDS 16" O.G. GONT. DRIP BEVEL METAL FLASHING GAST STONE WATERTABLE .l T.O. GAST 51 LL 3'-4" GAST STONE 8" REINFORGED GM VENEER WALL WITH FOAMED IN PLACE THRU FLASHING INSULATION, TYP. 6" ABOVE EXTERIOR FIN15H GONG. SLAB EXPAN51ON ON GRADE, JT. MATERIAL SEE STRUGT. 51-OPE DW55. T.0.5LAB --- O'-O" °. a d ° ° . da a.. 0 GONG. SIDEWALK, T \/ GRAD E PIRTCH / \/\ VAPOR BARRIER AWAY FROM \� a (SEE 5PEG5) SEE CIVIL VA ° a . a° �y DWGS ° i GONGRETE,A' FOOTING VA v SEE STRUGT. 51M Abb I T.O. MTL. 5TUD5 I I 0 t_ 1 1/2" EIF5 ON CHANNELED ADHESIVE ON — — — MANUF. I 1 A I R/MO I STURE 4I 1 BARRIER OVER _--_ SHEATHING 2 76l� SEE ROOF PLAN SHT. A3.0 FOR TYPICAL ROOF GON5TRUGTION NOTES 8 EXTEND ROOFING 6.5 MEMBRANE UP VERTICAL PARAPET SURFACE - FLASH AS REQUIRED PER ROOFING MFR'5 REGOMMENDATIONS T.O. GMU jJh 17'-4" b Abb Oz I V 00 O GONT. P.T. 2X8 W LEDOER (SEE STRUGTURAL) 1 1-211 8" GMU (SEE STRUGT. DW65) CHASE 51 GN BY OT ER5 PRE-ENGINEERED METAL STUD - - - : ,' P ;. I TRUSS, SEE FRAMING (SEE ''N " I STRUGT SHEETS STRUGT.) GONT. DRIP I „ I "• '' A8 2 SI M. BEVEL I I I B.O. OF G.I.P M BEA G.I.P. GONG. BEAM—� I D'-6 I /Z" (SEE STRUGT.) STOREFRONT SYSTEM GONF 118 GAST STONE VENEER, BEYOND 7 51M. OPP. INTEGRAL PAN 1 HAND FLASHING — ` I GONG. SLAB ON GRADE, SEE STRUGT. DWG5. T.O. SLAB O'-O" ° e 1-4 GONG. 51 DEWALK, PAVEMENT OR GRADE TO PITCH AWAY FROM a . BLDG. SEE G I V I L DWG5 ° oa ° ° VAPOR GONGRETE FOOTIN6 a ° BARRIER SEE STRUGT. ° .4-. (SEE 5PEG5) co It N c+'7 LLL N Q 00 LL Cn co LL N C3 7 CD �N N Q Cr3 N � N In fY? U1 pp co W C � N C) 2 11 rco 10 w ®U_ > E U U o Lu w � _ w� U n E© w ~ H Z _o Q � Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings, Associated Space Design, Inc. 2006 I 08302011 REVISION 1 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: WALL SECTIONS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. WALL SECTION 3C"�1.0„ �1 1 WALL SECTION SCALE 2 3/4"= L'-0" WALL SECTION SCALE "= 3 WALL SECTION SCALE 34 1'-0" 3/4"= 1-0 SHEETNUMBER A63 - - _ -- I I _L_. __ _ III - 11 — _ _ I I - 11 L 1 - - I L LI 11 FLASH AS REQUIRED PER ROOFING MANFR'S RECOMMENDATIONS — FULLY ADHERED xA =h.1aD A K I= WALL SECTION PRESSURE TREATED 2 WOOD NA I LERS TO MATCH HOT. OF INSUL. FULLY ADHERED TPO ROOF SYSTEM OVER POLY 150. INSUL., SEE SHT. A5.0 (SEE 5PEGIFIGATION5) SCALE 3/4"= V-0" 1 >L O mz w z !_I.1 0 O TSEE TYP. PARAPET DETAIL I/A6.7 FOR '� ROOF GONSTRUGTIONFD SEE (o/A6.5 FOR DIMENSIONS OF VAT TUBE ENCLOSURE 51M. 4'-,5 1 Ab GONT. MEMRANE TOP OF GMU RE I NF. PER MANUF. I-7'-4" I (SEE SPEGS) ` E.I.F.5., 11/2" THICK _ _ _ I VENTED ROOF ACCESS 1 LOCK (SEE SPEG SPEC,5) i HATGH (SEE SPES) tt 4 tl I I 6.8 PROVIDE PEEL-N- I I I 5/6" EXT. PLYWD. I STICK SELF SEALING I I I SHEATHING ALL SIDES. MEMBRANE AT I ° P.T. WOOD _ I PLATFORM 4 RETURN / SEAL AROUND VAT TU I NAILER N _ UP WALL FULL HEIGHT _ OPENING W/ FOAM I SEALANT AND VERIF 1' LOCATION 6" MTL. STUD PROVIDE VIBRATION FRAMING (5EE ISOLATORS TO `STRUGT. FOR GONNEGT MOTOR FRAMING) TO BASE cIJ --------------------�— - -- cv FULLY ADHERED TPO PLYWO D ROOF 5Y5TEM OVER VAT PLATFO M POLYI50. INSUL, SEE MOTOR (5EE 5T UGT) 5HT. A3.0 I r, PROVIDE R-21 BATT INSULATION 2X4 GURB AROUND I OPENING / A&\ B.O. CANOPY/ — — ---- -------------------- —� 12"xIO" OPENING IN 6.� DEGKINO BEYOND VAT TUBES GONT. RIGID INSUL. BD. E.I.F.S., 1 1/2" THIGK (SEE 5PEG5) SUSP. AGOUST. TILE CEILING IDT-I5 EIF5 STARTER TRAG BY PLASTIC ;� GOMPONENTS I I OC BOTTOM OF LINTEL I I PROVIDE BAGKER ROD AND SEALANT 2A BULLET RESISTANT INSULATING GLASS WINDOW BY BANK FIXTURE GONTR. 2 b I jl TOP OF WOOD NAILER5 3'-3 3/4" IB SIM ,b I CAST STONE SILL I — OIL T.O. GA5T 51LL 1-41 I OIL I� I I I I T.O. SLAB O'—OII ° e a a' GONGRETE FOOTI SEE 5TRUGTUAL °d ' ° 4A CEILING HEIGHT GONG. BEAM - SEE STRUGT. SHTS. P.T. WOOD HAILERS (JAMB SIMILAR) 5/6" 6YP. BOARD RETURN — TREATED WOOD NA ILERS —LINE OF GOUNTERTOP DRIVE -UP TELLER I� 5/6" GYPSUM WALLBOARD ON 1 1/2" METAL 'Z' FURRING AT 2'-0" O.G. W/ RIGID INSUL. BD. — GONGRETE SLAB ON GRADE, SEE STRUGT. DWG'5 VAPOR BARRIER (SEE SPEG I F I GAT I ONS) WALL SECTION SCALE 2 3/4"= F-0" CANTED ALUM. GOPING W/ GLEAT --- EA, SIDE FULLY ADHERED � 1 51NOLE PLY TPO I I T.O. GMU ROOF SYSTEM I 17'-44" OVER FOLY150. INSULATION, 5EE )J. 51M. AND SHEET A3.0 i I �4,(� OPP. HAND L� 1 REFER TO STRUGT. FOR BOND BM. — — REQUIREMENTS CONTINUE RIGID IN5UL. BD. TO UNDER51 DE OF ROOF DECK I I I I E.I.F.5., 1 1/2" THICK (5EE SPEGIFIGATIONS) GONT. TIE BEAM (SEE STRUGTURAL DW65) SUSPENDED ACOU5TIGAL GLO SEE SHT. A2.0 EXTEND OYP. BD.. 6" ABOVE GEILING E.I.F.S,, I I/2" THICK (5EE _ SPEGS) I" WIDE X 4" DEEP REVEAL, TYP NOTE: ALL GYPSUM BOARD ON ALL EXTERIOR WALL5 SHALL BE MOLD RESISTANT TYPE. SEE 5PEG 5/6" OYP5UM WALLBOARD ON Q- 51M. AND 1 1/2" METAL 'Z' — — — — Ab -7J OPP. HAND FURRING AT 2'-0" D.G. W/ RIGID INSUL. BD. I I T.O. CAST STONE SILL LOBBY I I 103 I I I 8" REINFORGED I GMU WALL WITH FOAMED IN PLAGE INSULATION, TYP. I I I GONG. SLAB ON GRADE, SEE . STRUGT. I I T.O. 5LAf3rk ° nd O'—OII ° .° ° eIIA777/ ' V v �� VAPOR i i �,�� // �/ �/ /� / \ �� GONG. 51 DEWALK BARRIER /�/' a '�/ �� PAVEMENT OR (SEE SPEGS) a GRADE TO PITCH e AWAY FROM BLDG. SEE GIVIL DW S GOMGRETE FOOTING SEE \\ >\ %\ % STRUGT. DW65 ALE WALL SECTION 34-1'-0" 3 APPLIED AIR � M015TURE BARRIER (BEHIND ALL E I FS) OVER MEMBRANE FLASHING RE I NF. GMU (TYP.) I N FULLY ADHERED 51NOLE PLY MEMBRANE FLASHING. I N5TALL PER MFR. SPEGS. (EXTEND 2" ABOVE STARTER TRACK) BONDING ADHESIVE z UNIVERSAL STARTER TRACK WITH WEEP HOLES iA d0 D 15G5 AND FASTENERS PROVIDED BY ROOF SYS. MFR. WELDED 5PLIGE FULLY ADHERED SINGLE m PLY ROOF SYSTEM OVER GOVER BOARD TAPERED INSULATION OVER EXTERIOR SHEATHING ON METAL FRAMING (TYP.) RE I NF. GMU (TYP.) CANOPY FLASHING DETAIL NTH 1 5 ALUM. REOLET AND '5PRINOLOK' COUNTER FLASHING INSTALL SMOOTH FACE STONE VENEER TO AGGOMMODATE ROOFING MEMBRANE AND CANOPY FRAMING (TYP.) ROOF DRAIN (IN FOREGROUND) FULLY ADHERED ROOFING MEMBRANE ON ROOFING BOARD OVER TAPERED RIGID INSULATION ON EXT. 5HEATHING (T)P.) --� GANOPY T5 DRAIN LINE OUTRIGGER (SEE PLUMB.) AGM PANELS ON STRUGT. FRAMING (SEE STRUGT.) - TYP. P.T. SHIM AS REO'D GONT. BAGKER ROD 6 SEALANT (TYP.) CANOPY SECTION DETAIL SCALE 4 3"= 1'-0" U) a. 0 w Of M H U w 2 U Q U) 0 Of w z 021 Florida Business License #k: AAC001619 Registered Architect: Kenneth Cowart u7 Cn O c7 co J_ CN 00 M U_ c N > `4 Q "' � N m `0 w CD N -0 a G .L (6 p U? U_ ar ui 5 0 This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: WALL SECTIONS PROJECTNO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUNDER A6.4 z 0 0 0 w N L 1 11 --L ! 1— I A I __ I _ I I - �- - I �_ lll-- I I 1 •'D � I L' � V -`IP 11-L- � '- -- 1 — - WRAP TPO MEMBRANE BEHIND EIFS NOTCH EIFS FOAM TO APPLY SEALANT (TYP.) FULLY ADHERED TPO ROOFING MEMBRANE EXT- SHEATHING ON STRUGT. MTL. FRAMING (TYP.) ENLARGED DETAIL SCA1 LE1,o. 8A THICKENED EIFS BANDING N/ ALUM. GOPING AT TOP OF PARAPET (ABOVE) 8A %-2 A65 GMU (9 PARAPET NALL (BELOW) - - - FULLY ADHERED TPO MEMBRANE __1 F OVER 8" REINF. I— - --I F- h GMU (TYP.) O I -I FADE OF EIFS BELON ALUM. PARAPET GOPTtTG—BELOW — - ------ — 1 1/2" EIFS SYSTEM ON APPLIED L — MOISTURE BARRIER OVER EXT. 5HEATHING 4 STRUGT. MTL. FRAMING *TYP.) 51NOLE PLY ROOFING OVER 1/4" DENSDEGK ROOFBOARD OVER TAPERED RIGID INS. ON EXT. SHEATHING AND STRUGT. MTL. FRAMING (SEE STRUGT.) WRAP TPO MEMBRANE OVER STRUGT. FRAMING AGM PANELS (ALPOLIG MTLG PEX PENTER' FINISH) OVER METAL FRAMING AGM PANELS (ALPOLIG 'GVB BLUE' FINISH) OVER METAL FRAMING AGM PANELS (DARK BRONZE FINISH) OVER METAL FRAMING CONT. BACKER ROD t SEALANT (TYP.) 1 1/2" THIGK E.I.F.S. OVER 8" GMU WALL STAINLESS STEEL VAT TUBE SLEEVE WITH FLANGE SEALED TO EIFS PROVIDE SELF -ADHERING SHEET UNDERLAYMENT AT PLATFORM lt RETURN UP 4 HALL FULL HEIGHT 6• OPP HAND I 1 1/2'' THICK E.I.F.5. SYSTEM a I_? �_. 111.a . VAT MOTOR Im VENTED ROOF AGGESS HATGH SEAL AROUND VAT TUBE OPENING N/ FOAM SEALANT $ VERIFY LOGATION IN FIELD PROVIDE VIBRATION ISOLATORS TO GONNEGT MOTOR TO BASE -5/8" -PLYWOOD PLATFORM ON 6" METAL FRAMING ON ROOF DEGK PROVIDE R21 INSUL. BATT INSIDE PLATFORM 12 "x 18" OPENING THRU ROOF DEGK VAT TUBES cn v o� W .. •% 8" GMU NALL v LU d., e U V... ' �•• 1 1/2" EIFS C/) GORE DRILL THRU "� �'; '� O WALL FOR VAT s: :• ..�.:..';� TUBE SLEEVE �,_ti:•:•-�� :.� FASTEN FLAN- z .�; .:•, •. • - r..!•�•-• TO G.M.U. . mot•• .• • �T Ilr •{ Y `.::•:,' "MILL -SEAL" r .! M.•r !. PRE ••�.�:': GOMPRESSED ' • w'' EXPAND I NO ! FOAM SEALANT PVG NALL SLEEVE VAT TUBE WITH FLANGE - ; •'.f� "NSPVG" A5 MFR'D BY METRAFLEX (OR LAP STO GOLD EQUAL) PROVIDED FILL N/ STO AND INSTALLED BY DETAIL MESH C.G. ONTO SLEEVE PARAPET PLAN DETAIL S AL1/2"E1,o„ 8 SECTION AT ACM ROOF/DRIP EDGE SALE 7 VAT TUBE SLEEVE DETAIL SALEv-0„ 3 ENLARGED DTL. SCALE 4 -�� TAPERED INSULATION x TPO ROOFING CRICKET I X I EIFS SYSTEM k MEMBRANE ROOF DRAIN I I GMU WALL I I METAL FLASHING N/ 6" I II I I LE05 LOCATED ON I II HORIZONTAL, SEE PLAN ROOFING MEMBRANE I I 5/4" PLYWOOD ROOF DEGKING I e. I � o IiI GORRUGATED MTL I DEGKING 6 I I I I I I i I I n e I I I II II I I CONTINUOUS BACKER ROD n . AND SEALANT. GONTINUE eD. . ALONG VERTICAL FACE D n OF PLYWOOD, PARAPET p s 16" VENTED I GAP AND STUGGO ^� e ALUMINUM SOFFIT IIIIi IiII II II L oe I I '.il II II I I 6. e "� PANELS METAL GAP FLASHING STRUCTURAL SYSTEM, I I REFER TO STRUGTURAL J. CONTINUE NATER 6" METAL TUBE i, DRAWINGS Ii I ji III i I IIII I III II I, PROOF MEMBRANE STEEL,SEE OVER AGGENT BAND STRUGTURAL VENTED ALUMINUM SOFFIT ARCHITECTURAL FOAM I 4o - tr. u - e II MOLDING r5 x y �X K' CONTINUOUS CONTINUOUS SEALANT P.T. HOOD - N d x�x X PARAPET GAP TAPERED INSULATION .y GRI GKET 3/4" EXTERIOR GRAD PLYWOOD 5HEATIN(5 II 5/4" 3 GOAT STUGGO SYSTEM G 1/2„ GORRUGATED METAL DECKING I 6" EXTERIOR GRADE LIGHT METAL STUD FRAMING, ATTAGH TO CHANNEL STRUCTURAL CHANNEL, REFER TO STRUCTURAL _ DRAWINGS I � I a) $.O. GANOPY - - 10'-6 1/2" 6 DRIP AGM PANEL VENTED ALUMINUM SOFFIT PANEL ALUMINUM GLO5ER ANGLE PAINTED TO MATCH STUGGO CANOPY FLASHING DETAIL SC��'0., 5 3 1/2" DIA. RIGID 4 1/2" DIA. FLASHING 4 1/2'' DIA. GMU AIR LINE OUT VAT TUBES ABOVE RIGID AIR HALL -SEE TO VAT LINE OUT DTL. 3/A6.4 -------- TO VAT ❑❑ ❑ ❑ ❑ ❑ ❑ 1 1/2" E.I.F. -- -- - -- - --- 8" GMU WALL EQ. I MOT AT MOTO - OTO OTC I Ea. J LINE OF VENTED AGGESS HATGH OPENING ABOVE I m BLONER MOTOR = ENGLOSURE'� ROOF MEMBRANE PROVIDE PROVIDE 12"X18" EDAM SEALANT OPENING IN FLOOR EQ EQ AROUND VAT VIF =T '0] 041 co co Z Q co J_ LLJ 2 N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 1 08.30.2011 REVISION I NO: DATE: REMARKS: RE\dSIONS: DRAWING TIIT E: WALL SECTIONS AND DETAILS PROJECTNO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY: CHECKED BY kc. kc. SHEET NUN)BER CANOPY WALL SECTION SCALE 3/4"= F-0" CANOPY PARAPET 'cm1'0" 2 1 VAT TUBE ENCLOSURE DETAIL SCALE A6.5 11 LT I J 111 1•1 1 1 1' '-'.J-111 HL 11 1111 LINE OF GAST STONE VENEER BELOW 1 1/2'' E.I.F.5. SYSTEM - STO GOLD GOAT OVER �XTt=Ql��2 r.Mll TY�Ir.AI ieieieiei�ie�i0eiei�iei�ieieeeieieiei E E - _�.-� �. LINE OF GAST STONE NATERTABLE BELOW 5" REINFORCED GMU WALL N/ FOAMED IN PLACE INSULATION 1/21' METAL 'Z' FURRING AT REFER TO STRUGT. DNC�S FOR 2'-0" 0. G. N/ RIGID INSUL. REINFORGINO REQUIREMENTS TYF. EXTERIOR MALL SEGTION AT EIFS GAST STONE VENEER OUTLINE OF GAST STONE NATERTABLE ABOVE MORTAR BED 8" REINFORGED GMU WALL W/ STO GOLD GOAT OVER FOAMED IN PLACE INSULATION EXTERIOR GMU TYPICAL --------------- ---- ---- --- --- -----J IF 77 O—--_,-+--. — ---+- X-----`. — •—_,--------.-------- j — ------------ IDT-15 EIFS STARTER TRAG I BY PLA5TIG GOMPONENTS PROVIDE BACKER ROD 4 SEALANT DETAIL A d �. .. a 9. �.WTR,s 5/8" OYP. WALL BOARD ON 1 1/2" METAL 'Z' FURRING AT 2'-0" O. G. N/ RIGID INSUL. TI'FIGAL EXTERIOR NALL SEGTION REFER TO STRUGT. FOR REINFORGINO REOUI REMENTS AT GAST STONE VENEER WALL DETAIL STO GOLD GOAT I' EIFS SYSTEM I I SAL I I AGK I I \ LES � ING TONE ABLE ` TONE OLD - OAT E.I.F.S., SYSTEM, 1 1/2" THICK SELF ADHERING SHEET UNDERLAYMENT OVER ENTIRE FACE OF PLYWOOD. 5/5" EXTERIOR GRADE PLYWOOD BOTT. OF LINTEL PROV E BAGKER ROD 4 SEALANT IA .I �O N � UNIVER STARTER TR WITH WEEP HO MTL FLASH GAST 5 WATERY GAST 5 STO G G DETAIL IB SC ALE 4 1 1/2"= 1'-0" PRE -FINISHED METAL COPING WITH GONT. CLEAT AND DRIP — T.O. MTL. 5TUD5 RETURN STO 'GOLD GOAT' UNDER BLOCK I NG SEALANT EIFS ON CHANNELED ADHESIVE ON STO 'GOLD GOAT' A I R/MO 15TURE BARRIER OVER EXT. SHEATHI NCB. PARAPET DETAIL IDT-15 EIF5 STARTER TRAG BY PLASTIC COMPONENTS '_ • ° e 0� E.I.F.S., SYSTEM PROVIDE p 1 1/2" THICK BAGKER ROD SEALANT .° DETAIL 2 PROVIDE BACKER ROD AND SEALANT �' e :a 3"= I'-O" TT. OF GONG. BEAM 5/b" GYPSUM NALLBOARD ON 1 1/2" METAL 'Z' FURRING AT 2'-O" 0. G. KITH RIGID INSULATION. GONG. BEAM (SEE STRUGT.) a TRIM (3 SIDES) DIEBOLD 163-60 d DEPOSITORY AND 2-7 I-30 d GHEST BY BANK EQUIP. ° VENDOR. GYP. BOARD -TYPICAL. •S 2 1/2", Ib OA METAL STUDS 12" O.G. I I I l IB \ I I I I I 5/8" GYPSUM BOARD IZT 2 1/2", INSULATION BATT5 2 1/2 ", 1b 6A METAL STUDS THICKENED GONG. SLAB ON GRADE, BELOW NIGHT DROP VAULT - SEE STRUCTURAL a d d ad d a \X, d i AFTER HOURS DEPOSIT (AHD) SECTION SCALE il,1'0., GAST STONE z SILL u� �r 1 I I I I I I I I I 1 I I I I II I I I I I I I I I I I I � I - I SELF ADHERING SHEET UNDERLAYMENT OVER ENTIRE m FACE OF PLYWOOD N 2A I\Ab.b RETURN 5TO 'GOLD GOAT' OVER BLOGKINO FRAME BEYOND EXTERIOR P.T. 2 x WD. BLGKO. A5 REQUIRED I 4" GMU GOURSE RETURN 5TO 'GOLD GOAT' OVER BLOCKING IB 51M. - — --- -- T.O. 8" GMU \ 2'-411 \ T EXT. GRADE PLYWOOD EXTEND ROOFING UP FULL HEIGHT OF PARAPET AND OVER TOP OF BLOGKINO FASTEN THRU FLASHING W/ NEOPRENE WASHER PER MANUF. SPECS, TO ALLOW FOR THERMAL MOVEMENT GONT. TREATED WOOD BLOCKING ANGHORED TO FRAM I NO SEALANT EXT. GRADE PLYWOOD SEE ROOF PLAN 5HT. A3.0 FOR TYP. ROOF GON5T. NOTES SCALE 5 3"= 1'-0" 5/5" GYPSUM WALLBOARD ON 1 1/2" METAL 'Z' FURRING AT 2-O" O.G. W/ RIGID INSULATION. GONGRETE BEAM -SEE STRUCTURAL SHEETS. P.T. BLOCKING AS REQUIRED. rr wrllawk Wdm BULLET RE515TANT INSULATING GLASS WINDOW BY BANK FIXTURE GONTR. DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. INTERIOR SOLID 5URFAGE WINDOW SILL TRANSACTION DRAWER BY BANK EQUIP. VENDOR - NIG. TRANSACTION DRAWER BY BANK EG2UIP. VENDOR - NIG. I OPEN FOR WIRE AGGE55 5/8" 5YPSUM WALLBOARD ON 1 1/2" METAL 2' ' FURRING AT 2-0" O.G. W/ RIGID INSUL. I GONG. SLAB ON GRADE, SEE STRUGT. a a d d �d d a d \X\,\ yv V\,` / V ZV IDT-15 EIFS STARTER TRAG BY PLAST I G GOMPONENT5--__,� PROVIDE BAGKER RO 4 SEALANT DETAIL 5A IDE GORNER ROOF HIND MEMBRANE SITION FROM HORIZ. TO AT PARAPET PER ROOF RECOMMENDATIONS = FLASHING MEMBRANE WELDED TO FULLY :RED ROOF MEMBRANE GONT. TREATED WOOD BLOGKIN5 ANGHORED TO FRAMING T.O. GMU 1-7'-411 FASTENERS PER ROOF SYSTEM MANUF. FULLY ADHERED ROOFING MEMBRANE b" GMU (SEE STRUGT. DN65) PARAPET STEP DETAIL 3= F-0" i 1 / E-1-F-S., SYSTEM, 1 1/2" THICK - PROVIDE BAGKER d ROD AND SEALANT / ld 14 . BOTT. OF LINTEL 1 d 51—'.1. �( 11 3A GMU LINTEL - S E b STRUCTURAL 5 EETS. RETURN 5TO 'G LD GOAT' OVER BLOCK I N _ r� BOX �O I T.O. GMU E.I.F.5., SYSTEM, 1 1/2" THICK CN �0 IB 51M. b GAST STONE SILL LT.O. GAST 51 LL - \4PF I1-a" I M I I — 4A F-7' T.O. SLAB L 8" REINFORCED GMU HALL, SEE STRUGT. GYPSUM WALLBD ON 1 1/2" METAL 2' FURRING AT 2'-0" O.G N/ R161D INSUL. - P.T. BLOCKING AS REG2U I RED. - UPPER GABINET - PACKAGE RECEIVER PROVIDED BY BANK EQUIP. VENDOR 4 INSTALLED BY C.G. VERIFY SIZE AND INSTALLATION WITH VENDOR. - P.T. BLOCK I NG AS REOU I RED. GOUNTERTOP AND BAGKSPLA5H LD n a M M N m N J_ ar UOD LL � M c N U') c*i aCO w r 0 CIS N U r x a 0 C a w 7 U_ t) cv w00 �- E 0 LLE cr) .: C/) Qm 0 E o ~_0 w y... C — C co Q LL U) Ul (i) O Z Q U) J J z z = o 2 U W N N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 z7 r�IlNrvr<c,>=1� GMU WALL W/ FOAMED IN PLACE INSULATION CAST STONE VENEER 5/8" GYPSUM WALLBOARD ON 1 112 " METAL 'Z' FURRING AT 2'-0" O.G. N/ RIGID INSUL. GONG. SLAB ON GRADE, SEE No: DATE: REMARKS: STRUGT. REVISIONS: DRAWING TITI E: Q SECTIONS 4 d a AND DETAILS \ \ \\ \ \\ \ \ PROJECTNO.: ISSUE DATE: � 50568.12 07.15.2011 \\\V �/ J /\\/ �\ ; DRAWN BY CHECKEDBY \ %\ kc. kc. SPEETNUNBER 1 TRANSACTION DRAWER SECTION ii,� 1'0„ 2 PACKAGE RECEIVER SECTION il,� 1'_0" 3 A6m6 2X PRESSURE TREATED ND. BLKG ., ANCHOR TO GMU PRE-F I N I SHED = ALUM. GOP I NG AP, GONT. CLEAT T.O. GMU VARI E5 = z V FLASH I NG7 TO BE INSTALLED OVER TOP OF WOOD BLOGKI NG AND DOWN FACE OF WALL 2" MIN. E.I.F.S., SYSTEM, 1 1/2" THIGK_ NOTE: APPLY STO GUARD AIR/MO 1 STURE BARRIER ON OUTSIDE FADE OF ALL GMU (TYP.)--" BOND BEAK, SEE STRUGT. 8" RE I NFORGED GMU WALL WITH FOAMED IN PLAGE INSULATION, TYP. O PRESSURE TREATED ND. SHIMS AS REQU I RED RETURN STO 'GOLD GOAT' UNDER BLOCKING SL_ 0�3�4' GONT. CLEAT =w D� N =j — FULLY ADHERED SINGLE PLY MEMBRANE FLASHING. INSTAL PER MFR. SPECS. - ANCHOR BOLTS (SEE 5TRUGTURAL) FULLY ADHERED SINGLE PLY TPO ROOF SYSTEM OVER POLY 150. INSUL. SEE SHEET A3.0 SELF ADHERING SHEET UNDERLAYMENT (EXTEND DOWN FASGIA 4") FIELD FOLDED PANEL END GONT- ALUM. DRIP EDGE GUTTER STRAP m r 77 GONT. ALUM. GUTTER 0 0 1 GONT. ALUM. FASCIA WRAP- DISGS AND FASTENERES PROVIDED BY ROOF SYSTEM MANUFAGTURER PARAPET DETAIL SCALE 1 DETAIL 3"= 1'-0" " EIF5 ON UNIVERSAL 5TA TRAGK (TYP.) GONT. BAGKE OD I$ SEALANT (TYP.) APPLIED VAPOR BARRIER ON GMU _ � I u� 1 BRIGK TIE CUSTOM CAST STONE SILL (MATGH SILL IN FINISH AND GOLOR), . STONE VENEER (TYP.) WATERTABLE DETAIL Y= F 4A E.I.F.5., SYSTEM, = - I I I/2" THIGK I 3/4 4B cn _I b 4p` AGKER ROD A D SEALANT A6'7 - 5/8'' GYPSUM WALLBOARD ON 1 1/2" METAL 'Z' FURRING T.O. CAST STONE AT 2'-0" O.G. WITH 3'-4" I I 1 1/2" RIOID INSULATION. GAST STO 1 I 12" REINF_ GMU WALL WITH NATERTABL I FOAMED IN PLAGE 4" GAST STONE l INSULATION, TYP. - REFER VENEER TO STRUGT. DWG'S FOR REINF. REQUIREMENT I AIR GAP MASONRY VENEER 4A b WALL TIES, SEE STRUGT. APPLY 5TO GUARD 5.5_ FLASHING AIR/MOISTURE BARRIER ON _ OUTSIDE FAGE OF ALL GMU HEAD JOINT VOID -N (TYP) WEEP5 AT 32" O.G. GROUT SOLID GONG. SLAB BELOW FLASHING N GRADE, SEE STRUGT. SLOPE ot T.O. GONG. 5LA5 o'-o" - d d EXPAN51ON JT. . e MATERIAL GONG. SIDEWALK, VAPOR BARRIER PAVEMENT, OR _ (2) LAYERS GRADE. PI TGH AWAY FROM BLDO. SEE CIVIL 4" GMU, SEE 1°..a . A, < . STRUGT e a . d . GONG. FTC., d q SEA STRUGT. q 4a 1 WAINSCOT DETAIL SCALE E SCAL I Q PRE-ENGINEERED - TRUSS, SEE STRUGT. R-50 BATT INSUL. T.O. GMU/ Ak TRU55 BEARING I TYP. TOWER ROOF GONSTRUGTION: ASPHALT 5HIN6LE5 OVER SELF ADHERING SHEET UNDERLAYMENT OVER EXTERIOR GRADE PLYWOOD SHEATH I N6 PRE-ENGINEERED TRUSS, SEE STRUGT. ALUMINUM GUTTER SYSTEM AT PERIMETER OF TOWER ROOF GONT. ALUM. DRIP EDGE PREF I N. TO ZA MATGH METAL �/ROOF I NO vo .� 4" WIDE GONT. ALUM. VENT W/ FLANGE AT PERIMETER OF ROOF (PAINT TO MATGH SOFFIT) ALUMINUM GLAD FASCIA WRAP, COLOR TO MATGH GUTTER TENERS MF6. P.T. 2x8 NAILER P.T. 2x8 FA5G I A RIP DOWN TO C 5/4" SCALE 2A 3" = F-0" Y 20'—O" R-50 BATT I N5UL.- BATT INSUL. SHALL BE INSTALLED BEYOND OUTSIDE FADE OF GMU WALL, TYP BOND BM. (SEE STRUGT.) 8" REINFORGED GMU WALL W/ FOAMED IN PLAGE INSULATION - DISCS AND FASTENERS PROVIDED BY ROOF SYSTEM MANUF. DIRECT APPLIED AGRYLIG FINISH SYSTEM ON 5/8" DENS OLASS 60LD SHEATHING (SEE SPEGS) I I GONT. BACKER ROD AND SEALANT (TYP) I I 3'-4" FROM FACE OF OUTSIDE WALL TO EDGE OF TRUSS (TYPICAL FOR ALL SIDES) ROOF OVERHANG DETAIL 5'-0" FROM FACE OF GMU TO END OF TRUSS EIFS BAND 4" WIDE GONT. ALUM. VENT W/ FLANGES AT PER I M. OF ROOF, PAINT TO MATGH SOFFIT DIRECT APPLIED AGRYLIG FINISH SYSTEM N ON 5/8" DENS GLASS GOLD SHEATHING -' (SEE 5PEGIFIGATION5) GONT. SEALANT PREFINISHED ALUM. GLAD FASGIA WRAP TO BE INSTALLED OVER 2x FASGIA (GOLOR TO MATGH GUTTER) 1 1/2" 1 1/2" EIFS SEE A4.2 FOR PAINT GOLOR PREFINISHED ALUM. GUTTER SYS. AT PERIMETER OF TOWER ROOF (SEE EIFS STARTER TRAG A42 FOR GO W/ WEEP5 N FULLY ADHERED SINGLE PLY TPO FLASHING (EXTEND 2" ABOVE STARTER CHANNEL) z FULLY ADHERED SINGLE PLY TPO ROOFING SYS. y SEE SHEET A3.0 CRICKET, SEE ROOF FL NON SHEET A3.0 FOR LOGATION5 \ PRE -EN 71 NEERED ROOF OVERHANG DETAIL R-30 BATT INSULATION T.O. GMU/ TRU55 BEARI N6, 20'-0" EIF5 PROJECTION BAND SCALE n 1 1/2"= 1'-0" L 5/8" EXTERIOR GRADE PLYWOOD, SEE STRUGT. ASPHALT SHINGLES F5 SYSTEM, I INII THIGK - 5 1/2" 411 POLYSTYRENE SHAPE W/ AGRYLI FINISH SYSTEM V _ N 8" REINFORCED — Q p GMU WALL WITH — z FOAMED IN PLAGE - INSULATION, TYP.— - BOTT 01= 13ANDIN6 la-6 1 /2" GONT. DRIP BEVEL EIF5 SYSTEM, 1 1/2" THIGK EIFS BAND DTL. SCALE 411 E I F SYSTEM, 4" T K 411 POLYST ENE SHAPE W/ RYL I G FINISH S1`ST 8" RE I NFORGED GM WALL WITH FOAMED = IN PLAGE IN5ULAT101�v TYP. to +\-:MD _i 3 OIL BOTT Of: SAND I N6 10'-6 1/7' BACKER ROD AND ; ' ' SEALANT JO I NT ;%,/ , In CUSTOM HEIGHT TOP COURSE OF GAST STONE VENEER 4" GAST STONE VENEER 5 EIFS BAND DTL . SCALE 11,E 1.0" 1 1'_0" FULLY ADHERED SINGLE PLY TPO ROOF SYSTEM ROOF DRAIN DETAIL P.T. GONT. BA( ROD AND SEALANT ADDITION FLASHING LAYER Of ROOF MEMBRAN PRIMARY MEMBRANE DUCT JAM B Iy N. 1 J 'I�',h.aiY:l { n; ^y , O ce) in N co , m J LL iV ,t>F CL V J CcWCc L.L xk� (D M + xr F C LTV Q a .i N 1 LLI .a cn:. U , CIO 0 w N Y C'CIO, U LL ECEO Cc C/) Q m+ h 0 w o Zo� , k Y data? a � Elf SCALE 1 1/2"= 1'-0" DUET WALL �3 RETURN BOTH PRIMARY AND 5EGONDARY LAYERS OF ROOFING MEMBRANE BEHIND BLOGKIN6 Florida Business license #: AAC001619 Registered Architect: Kenneth Cowart SCALE This drawing is the property of Associated Space 3"= 1'-0' Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated FULLY ADHERED herein are for reference only as normal reproduction ROOFING MEMBRANE processes may alter the accuracy of original OVER 5/8" PLYWD. p v vdrawings. SHEATHING (TYP.) Associated Space Design, Inc. 2006 61RDER TRUSS GONT BEAD OF SEALANT BEYOND 7 PROVIDE 6ALV. METAL FLA5HIN6 W/ GONT. P.T. 2x 5LOGKIN6 P.T. Ix4 ON ALL BEAD OF WATERBLOGK SIDES SEALANT TO DIVERT OF OPENING WATER AWAY FROM OPENING. EXTEND 21 EA. WAY BEYOND DUG T CONTINUE - FASTEN 8" O.G. ROOFING MEMBRANE COORDINATE OPENING THRU OPENING BACKER ROD WITH DUGT SIZE - SEE $ RETURN UP SEALANT MEGH. DW6'S FOR DUCT BLOCKING, SIZE (TYP.) INSTALL -- - - - — ` PER MFR'S PROVIDE BAGKER - - 5PEG5 FOR THIS ROD 4 SEALANT I CONDITION AROUND ALL SIDES OF OPENING (TYP.) NO DATE: REMARKS: q � � AIM REVfSIONS: ��, z X DRAWING T=- SECTIONS 6 � DUCT THRU WALL AND DETAILS \ 50568.12 0715.2011 ` -) C� I RDER TRUSS BEYOND DRAIANBY CHECKED BY kc. kc. _ SHEET N[ 1MBER SCALE A6m7 11/2"= 1'-0" 8 - 1 , I — -r I ! ' L - -- - ' I 1 I I I I I t l 11- II l 11 _I I_ I_ 11 r' I II I V L I t_ _,l_ aLL---I rL TRUSS q- TRU55 6 3 _O 6 LOGK RETRAGTABL SAFETY POST Pub 8 ROOF HATCH W/ ROOF HATCH INTEGRAL GAP INSULATED COVER FLASHING AND CURB — TREATED WOOD BLOCKING AS READ � o `0 X c _ o �. I N5UL AND vN z ROOF OPENIN DECK- SEE TYP. RE I NFORGEMENT WALL 5EGTIONS I, ° DRAWINGS ` Xr WOOD TRIM S.M. ANGLE ANCHORED ° 3,_4„ TO DEGK FOR GYP. BD. ANGHORAOF LADDER -SEE PLAN BELOW WOOD TRUSSES FRP ALL 4 AND HEADERS AT SIDES FULL ROOF OPNO-SEE HEIGHT OVER STRUG . 5HT5 GYP. BD. ° STEEL LADDER: 2 1/2"x3/8" FLAT STRINGERS W/ rDRAGEDS 3/4'' D I A. RUNG5. ° ATTACH TO WALL $ FLOOR TO W/ 2 1/2"xl/5" 'L' AS SHAPED BAR ° BRAGKETS. BOLT LADDER TO DBL. 2x ND. BLK'G BAGK-UP IN WALL. ° O 3/8"x2 1/2" BENT PLATE FLOOR BRAGKFT BOTH DBL. 2x WOOD SIDES WITH ANCHORS LINE OF ROOF INTO FLOOR SLAB HATCH ABOVE BLOCKING GONT. 3/8"x2 1/2" ° SIDE RAILS. EASE ALL CORNERS 3/&"x2" BENT PLATE WALL 5/4" DIAMETER BRAGKET AT TOP, - STEEL RUNGS AT ABOVE FLOOR, Q 12" O.G. WELD TO AND AT 48" O.G.- cv SIDE RAILS ANGHOR TO STUDS LADDER A55EMBLY TO 15+ DOUBLE STUDS AT RN PAINTED SAFETY LADDER SUPPORT ° YELLOW BRACKET5 cv RP OVER G YP GYP. BD. cv BOARD PARTITION PARTITION LADDER PLAN V I E ^1 ACCESS LADDER DETAIL SCALE41 1'0., (EXTERIOR) (INTERIOR) NI NDON ELAN V I EN MOTORIZED SHADE (ABOVE) GONDU I T STUB -DOWN TO BE 8" FROM EDGE AND I" FROM WINDOW FRAME - COORDINATE N/ WINDOW SHADE MFR: WHIP AND QUI GONNEGT BY SHADE MFR - ALUM AND OLASS WINDOW I loll NDON DETAIL 0A LOGATE SHADE JUNGTION BOX ON WALL ABOVE GEILINO POWER OPERATED NINDON SHADE - SEE PLANS FOR LOCATIONS GYP BOARD WINDOW RETURN WINDOW SILL NOTE: SEE ELEG SHEETS FOR DETAILED ELEG. INFO WINDOW SHADE DETAIL SCALE TL 3 8 TPO MEMBRANE OVER EXT. SHEATHING 2 1/2'' STRUGT. In TPO ROOFING MEMBRANE OVER 1/4" FRAMING (TYP.) ___-- DEN5DEGK ROOFBOARD OVER TAPERED RIGID INS. ON EXT. SHEATHING AND METAL j FRAMING � I AGM PANELS (MTLG PEX I PEWTER FINISH) OVER METAL FRAM I N6 I I Q N - � I I 1t1 I I I I --- I C\1_ N -- ----------------- ACM PANELS (CVB BLUE FINISH) OVER - METAL FRAMING 2" 4 D .. FROM WALL EXTERIOR: • 4" GAST STONE VENEER ' • 1 " A I R. 5PAGE • AIR $ VAPOR BARRIER • 8" REINF. GMU W/ FOAMED IN PLAGE INSULATION • RIGID INSULATION BETNEEN 1-1/2" T' FURRING • 545" GYP. BD. ACM PANEL PARAPET DETAIL SCALE 1 1/2"= 1'-0" ROOF HATCH OR ROOFTOP A/C UNIT GA5KETED FASTENER AT 12" O.G. MAX. 24 6A. PRE -FINISHED METAL COUNTER-FLA5HIN6 3" MIN. FACE - I le" CURB FLASHING OR MEMBRANE - BONDING ADHESIVE PRE -FABRICATED CONTINUOUS BEAD OF IN5ULATED METAL WATERBLOGK CURB, TYP. WELDED SPLICE (SEE NOTES) FASTENER AT 12" O.G. WITH SINGLE SINGLE PLY MEMBRANE PLY ROOF SEALANT.L BONDING ADHESIVE SEALANT REQUIRED ALONG ------------------- --- ENTIRE EDGE OF CURB FLANGE ROOF INSULATION WOOD NAILER SUBSTRATE NOTE: INSTALL METAL WORK IN AGGORDANGF WITH GURRENT SMAGNA RECOMMENDATIONS. CURB DETAIL SCALE VENTED VAT ACCESS HATCH W/ INSECT SCREEN ANCHOR BOLTS AS REQUIRED WITH SINGLE PLY ROOF SEALANT SEALANT REQUIRED ALONG ENTIRE EDGE OF CURB FLANGE P.T. WOOD NAILER5 T.O. ROOF PARAPET 5EGONDARY ROOF FLASHING MEMBRANE HEAT WELDED TO FULLY ADHERED ROOF MFMBRA F---------------, FULLY ADHERED ROOF I NO - MEMBRAN I I I z � ROOF FLASHING I L MEMBRANE TO LU TRANSITION FROM I w < HORIZ. TO VERT I z AT PARAPET PER ROOF MFR. Q REGOMMENDATI O o T.O. Olt 61 RDER I - A.F.F. FASTEN PER MFR REGOMMFNDATIO FULLY ADHERED ROOFING' MEMBRANE 2 EDGE SECTION SCALE VAT HATGH CURB FLASHING MEMBRANE, EXTEND UP TO LOUVER BONDING ADHL-51VE ROOFING FLASHING MEMBRANE ROOFIN6 MEMBRANE WITH BONDING ADHE5IVE ROOF FLA5HIN6 MEMBRANE HEAT WELDED SLOPE RIGID INSULATION SLOPED AWAY FROM OPENING FOR POSITIVE DRAINAGE LED LIGHT FIXTURE (HINGE SET IN FULL BED OF SEALANT TO COVER PILOT HOLE FOR FASTENER ACCESS) ALUM. FASTENER 4" LON6 ALUM. T5 3x2xl/4" THICK (MILL FINISH) AT EACH F I XTURE H I N6E NATER BLOCK AP SEALANT TPO ROOF MEMBRANE OVER 1/4" DEN5DEGK SLOPE DRILL HOLE FOR FASTENER AGGE55 TPO FLASH INON/ SEALANT ALL EDGES AP ITN BUILDEX 410 55 SELF SEALANT 2" LED LIGHT FIXTURE 1/4" ALUM. PLATE ITN BUILDEX 410 55 SELF -DR I LL I NO TEK 10-16X1" @ 6" O.G. ---- I II II I U) II U I = DRILLING TEK 12-14X3" FASTENER 5> o 3 - �'�--- P.T. 2x GONT. PLA I I I BLOCKING AS REQ'D I TPO ROOF DETAIL 3 coo„ rl OF VERT-STUP I TRACK) ------------ alC FULLY ADHERED SINGLE PLY w H TPO ROOF SYSTEM ? 1 1/2" E.I.F.S. 5YSTE 1 SEALANT, GONT. 8 FILL WITH SEALANT D p FULLY ADHERED SINGLE PLY TPO FLASHING 0 OALV. METAL GLEAT SET IN BED OF SEALANT REFER TO MFR. STANDARD SGUPPER DETAIL — W/ FASTENERS ® 4" O.G. m MAX. INTO ND. BLK'6 P.T. 2x WOOD BLOCKING (TYP) IL c FULLY ADHERED 5INOLE PLY WELDED OALV. METAL SCUPPER SLEEVE W/ TPO FLASH I NO PER MFR'5 REQUIREMENTS HEMMED EDGES - FINISH TO MATCH E FULLY ADHERED SINGLE PLY TPO ROOF 5YSTEM OVER POLYISO. INSUL. SEE SHEET MIN. 6" HIGH x 12" WIDE A3.0 SGUPPER OPENING - Jr in - I GALV. METAL GLFAT m - SET IN BED OF SEALANT W/ FA5TENER5 @ 4" O.G. p p MAX. INTO ND. BLK'G ° I o FILL WITH SEALANT D D i g 1 1/2" E.I.F.S. 5YSTE 10 _ 777 p p EIFS BANDING SEE SHEET A6.1 FOR DETAILS i NOTE: PROVIDE SHOP DRA NOS 6 ALUM. ENGLOSURE-GRO55BREAK OR SLOPE FOR DRAINAGE INSULATE VOID TO PREVENT CONDENSATION SLOPE PIPES DOWN AND ANA1' FROM HOOD ALUM. FLASHING REGEIVER HIGH -DOMED, GAPPED, CA5KETED FASTENERS 00" O.G. DEPENDIN6 UPON WIND ZONE AND LOCAL GONDITION5; MINIMUM TWO FASTENERS PER SIDE) REMOVABLE ALUM. GOUNTERFLA5H I NCB z= �z LL TYP. OVERFLOW SCUPPER 6"ALE ALUM. FLASHING WITH HEMMED EDOE PROVIDE FOAM SEALANT TO PREVENT INSEGT OR RODENT INTRUSION INSULATED REFRIOFRANT LINES 7 I TPO GURB FLASHING, TPO BONDING ADHESIVE II FASTENERS PER MANUF. 5PEG'S WELDED SPLI GE TPO MEMBRANE TPO BOND I NC-, ADHESIVE 11------------------- METAL STUD ROOF MEMBRANE W/ BOX BEAM BONDING ADHESIVE 2X BLOGKINO POLY I SO. INSULATION EXTERIOR GRADE PLYWOOD PLYWOOD DEGK VAT HATCH CURB DETAIL SCALE 4 REFRIGERANT PIPE ENCLOSURE DETAIL SCALE 5 M M N ch co L_J L N E co M U_ VV � co c m N Q� � N Ln rr r ca 06 LIJ F a CV c m 0 m � m ui U w Co co � U l0 � ~ o C C L Q IMF U) tn U) z Q J U) J Z O O U W N N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TIILH: DETAILS PROJECTNO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEETNUNBER -' P ' 1 111 1 I __r—F.!1ILL11 ALUMINUM CUR INSULATED � I DRYWALL L I G 1 SHELF/SOFFIT LIGHT FIXTURE ELEG. DA&5.). CcWB SOFFIT O FRAMING, PAIL` ALUM. BRAKE STOREFRONT c ROD � SEALA ALUMINUM GUR INSULATED � I CAST STONE PROFILES (SEE 6/A6.ci) - TYP. FLASHING OVER SINGLE PLY ROOFING SINGLE PLY ROOFING OVER 1/4" DENSDEGK ROOFBOARD OVER TAPERED RIOID INS. ON EXT. SHEATHING AND METAL FRAMING TURN UP TPO SEAM FLASHING AND TPO ROOFINO MEMBRANE —� AGM PANEL END GAP AT BOTH SIDES OF all PARAPET SCUPPER 4 1 TPO MEMBRANE Ab. � DRIP EDGE III SYSTEM AGM PANELS (MTLG PEX _ PEWTER FINISH) OVER METAL FRAMINC5 1 3/4 10 AGM PANELS (GVB N BLUE FINISH) OVER METAL FRAMING 23== 2" I / c���WIN FROM WALL EXTERIOR: • 4" CAST STONE VENEER • I" AIR SPACE • AIR 4 VAPOR BARRIER • 8" REINF. GMU W/ FOAMED IN PLACE INSULATION • RIOID INSULATION BETWEEN 1-1/2" 'Z' FURRING • 5/8" GYP. BD. CANOPY SECTION DETAIL AT TOWER Q I 5LOPE: 1 /4" PER FT. (TYP.) Vk AV '3%VAVAVAVAVAVA 10�0 0 ------------------ ------------ 0== I CHASE BANK SION BEYOND (PROVIDED INSTALLED BY SIGN GONTRAGTOR) FROM WALL INTERIOR: 8" REINF. GMU W/ 3 FOAMED IN PLACE INSULATION • AIR it VAPOR BARRIER * EIF5 ON CHANNELED ADHE51 VE d 4 v GONG. TIE BEAM (SEE STRUGT. DWGS.) d - 4 a N X a d CJ CHASE BANK SION BEYOND (PROVIDED 4 INSTALLED BY 51ON GONTRAGTOR) GAST STONE PROFILES (SEE 6/A6.ci) - TYP. 1 1/2" EIFS ON EXT. SHEATHING � STRUGT. FRAMING W/ BATT IN5UL. (TYP.) \SHINO (BEYOND) AGM PANEL END GAP TPO ON EXTERIOR SHEATHING OVER SLOPED MTL. FRAMING ALPOLIG AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ DRY SEAL JOINT SYSTEM - MTLG PEX PEWTER FIN 15H (T)"P.) TS GANOPY STRUCTURE (SEE STRUGT. DWOS.) ALPOLIG 'GVB BLUE' AGM PANEL ACCENT BAND ALPOLIG AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ DRY SEAL JOINT SYSTEM - MTLG PEX PEWTER FINISH (TYP) SCALE G 1 1/2"= 1'-0" J B.O. GONG. BEAM 10'-8" 6" METAL FRAMING (SEE STRUGT. DWOS.) LAY IN GEILING TILE SYSTEM SCALE SECTION DETAIL AT TOWER 11,211=1.0" TURN UP SEAM FLASHI NO 4 TPO MEMBRANE (TYP.) 4 ALUM. REOLET FLASHING F ROUGH FACE STONE (BEYOND) VENEER (TYP.) TPO OVER TAPERED — r-- ---- s"ZT SMOOTH FACE STONE RIGID INSULATION ON VENEER (BEYOND) EXTERIOR SHEATHING - AGM END GAP AT SGUPPER ROOF DRAIN �4ulililiJLiUIiLI�11111�� 1 IT — �� v'" T `-"` ROUGH PAGE STONE Q VENEER (TYP.) 4) �J 1 MYOW) ? , -- -- -JL ---------- — -- ALPOLIG AGM PANELS ('MTLG PEX PEWTER'FINISH) STRUG MTL__ a,._-_ d_.._ .FRAMING (TYP.)ROUGH 7=7 FACE STONE TS STRUCTURAL ALPOL G ("GVB BVENEER (TYP.) OUTRIGGERS (SEE STRUGT. DWC�S.) FINISH) AGM PAN ACCENT BAND ALPOL I G AGM PANELS ("MTLG PEX PEWTER" FINISH) CANOPY SECTION DETAIL SCALE 7 1 1/2"= 1'-0" TURN UP TPO ROOFING MEMBRANE (BEHIND AGM PANEL END SEAM FLASHING) GAP TURN UP TPO SEAM FLASHING TPO OUIGKPRIME (TYP.) TPO SEAM FLASHING —CONTINUOUS BEAD 1-1/4" HOT DIPPED OF TPO OP OALV. ROOF NAILS SEALANT AT 4" O.G_ MAX_ I/4" TPO MEMBRANE CONTINUOUS BEAD OF SEALANT (REQUIRED) I I 1-1/4" HOT DIPPED OALV. ROOF NAILS AT 6" O.G. MAX. 2X TREATED WOOD NAILER ALUM. DRIP EDGE (PAINT TO MATGH AGM 'MTLG PEX PEWTER FINISH') 4 I I I/2" MIN. AGM (ALUM. GOMPOSITE MATERIAL) PANELS W/ MTLG PEX PEWTER FINISH ALUM. DRIP EDGE DETAIL 6CALE N GAST STONE GAP 4" GMU GONG. BEAM (SEE STRUGT. DA65)— EIF5 SYSTEM (TYP.) UNIVERSAL STARTER TRAGK WITH WEEP HOLES S.S. FLASHING W/ GONT. CLEAT $ INTEGRAL DRIP GONT. SEALANT CAST STONE VENEER CAST STONE DETAIL SCALE -01 11 HH CAST STONE VENEER HEAD JOINT VOID WEEPS AT -2'' O.G. GONT. S.S. MTL. FLASH I NO W/ DRI P EDGE OVER TPO FLA TPO MEMBRANE ON TAPERED RIGID INSULATION OVER EXTERIOR SHEATHING ON METAL FRAMING D SHELF ANGLE BEARI NII 4 FLASHING DETAIL SCALE 3 ' = 1'-0" CHASE BANK SION BEYOND (PROVIDED $ INSTALLED BY 516N CONTRACTOR) 3 0 w F- 0 Q CAST STONE Florida Business License #: AAC001619 PROFILES (SEE 6/AlI - TYP. Registered Architect: Kenneth Cowart This drawing is the property of Associated Space FLASHING OVER Design, Inc. and is not to be reproduced or copied in S I NOLE PLY whole or in part. It is not to be used on any other project ROOFINO (TYP.) and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction SINGLE PLY ROOFING processes may alter the accuracy of original drawings. OVER 1/4" DEN5DEGK Associated Space Design, Inc. 2006 ROOFBOARD OVER TAPERED RIGID INS. ON EXT. SHEATHING AND METAL FRAMING TURN UP TPO SEAM FLASHING AND TPO ROOFING MEMBRANE (TYP.) AGM PANEL END GAP @ BOTH ENDS OF PARAPET SCUPPER ALPOLIG AGM (ALUMINUM COMPOSITE MATERIAL) PANELS W/ DRY SEAL JOINT SYSTEM (ALPOLIG 'MTLG PEX PEWTER' FINISH) —TYP_ NO: DATE: REMARKS: REVISIONS: ALPOLIG AGM PANELS (ALPOLIG 'GVB BLUE' FINISH) DRAVXK—,THTE: DETAILS INTERMEDIATE AGM PANEL STIFFENERS & RETAINERS AS REO'D 50568.12 07 15.2011 DRAWN BY CHECKED BY kc. kc. SBEETNUMBER: 2 SECTION DETAIL AT TOWER SCALE A6m9 1 1/2"- F-0" 1 — L L_- I I 1 Il _Ill_ L I L_ i 1 J 1q *(5) 84" STANDARDS GUT LENGTH AS READ_ ITEM # 3586 5/4" D I A. CONDUIT BAGK TO ALARM PANEL - BY GG. *(3) 16'' MAXIMUM LOAD SHELVING 6' LONG GUT LENGTH AS REQ. ITEM # 5571 *(15) Irbil MAXIMUM LOAD BRAGKETS ITEM # 3582-- 4" TH IGK PLASTIC LAM. BAGKSPLASH (PL-1). WALL BASE - TYPIGAL *GLOSETMAI D" MAXIMUM LOAD SHELVING SYSTEM 800-874-0008 I PROVIDE SHELF GAPS 1 ON ALL GUT ENDS. SEE PLAN ON Al _I EQ- _._Irbil ..Irbil ,.Irbil ..Irbil *(1) 80" HANG TRACK GUT LENGTH AS READ. ITEM # 3584 n > r 1' C — — N 2 EQUAL LOCKABLE PLASTIC, LAMINATE BASE GABINETS (FL-1) ELEVATION SEE PLAN ON AI.I (V.I.F.) 1 1/2" THICK PLASTIC, LAMS GOUNTERTOP (PL-I). NOTE: KEY ALIKE FLAN ALL CABINET LOCKS IN THIS ROOM ATM ROOM (w/o SD BOXES) 41 1 I" 2'-II" v 5'-3" 3'-011 1'-3" F.V. PIN UP BOARD 48 x 3rb BY OWNER LOCKABLE PLASTIC, LAMINATE UPPER GAB INE - CREDIT CARD MACHINE - BY OTHERS I u� MULTIFUNCTION DEVICE (MFD) - BY OTHERS CREDIT GARD MACHINE - BY OTHERS MULTIFUNCTION DEVICE (MFD) - BY OTHERS 1 1/2" THICK PLASTIC, LAM. COUNTERTOP 2 3/g'Y PLASTIC, LAMINATE: UPPER GABINET5 =\N� 3/4" THICK PLASTID II i I GOOP LAM. BAGKSPLASH (PL-I). PLASTIC, LAMINATE O i l — l II SINK APRON - -I - O REMOVABLE (FL A I in WALL BASE (TYP.) REFRIGERATOR - SEE 3'-Oil EQUIP. SGHED. FOR PLASTIC, LAMINATE MIN. 3 EQ- DRS BASE GABINET, ELEVATION TV ON OPPOSITE WALL DRAWERS AND 4" MIGROWAVE - SEE TOEKIGK (PL-1). SEE PLAN EQUIP. SGHED. FOR SEGTION SEE PLAN ON DWG A1.1 ON AI.I FO. I v:<. .'at .-_jam::.-. 151, X 151, X6D 20 GA ADA APPROVED STAINLESS STEEL SINK AND GOAT ROD FAUCET PLAN 1,, .... 8 EQ. I" ELEVATION WALL BASE - TYPIGAL 5/4" THIGK PLASTIC LAM. BAGKSPLASH (PL-1). LOCKABLE PLASTIC, LAMINATE BASE GABINET5, DRAWERS AND 4" TOEKIGK (FL-1). WALL BASE - TYPIGAL PRINTER ELEVATION A.G.T. GEILING NOTE: KEY ALIKE ALL GABINET LOGKS IN THIS ROOM SCALE 1 /4" = 1'-0 © 8'-611 UP EXTERIOR LINE OF PIN BOARR D GYP. BD. SOFFIT WINDOW SOFFIT @ 48 x 36 BY 7'-O"-5RAGE TO STRUGTURE ABOVE AS OWNER REQU I RED ACOUSTICAL GEILING TILE - 7'� - MANUAL 1--- WINDOW SHADE Q I MBINATION LGD TV/DVD \YER ON MOUNTING ARM SHREDDED PAPER STORAGE - NIG ELEVATION SEE PLAN ON A1.1 WALL BASE TYP. NOTE: VERIFY SIZE OF ALL EQUIP. PRIOR TO MILLWORK SHREDDED PAPER CONSTRUCTION. PROVIDE GOPPER WATER SUPPLY LINE FOR 5TORA&E - NIG COFFEE MAKER. VERIFY REQUIREMENT5 WITH OWNER. SCAL LOUNGE ELEVATION 14" = F-0" 4 LOUNGE DETAILS SCALE 1'_0" 5 SEE PLAN ON AI.I 6-5 5/4" 51-011 WATER HEATER ON LOCKABLE PLASTIC, 3'-Oil 3 EQ DOORS 3 E DOORS " 5 -61 V.I.F. SUSPENDED PLATFORM LAMINATE UPPER LOCKABLE PLASTIC, *(1) 80" HANG TRACK LAMINATE UPPER GUT LENGTH AS READ. 11-011 ,1 1 - SEE PLUMBING CABINETS (PL-1). 6 4 5 ITEM # 3584 1611 16 16 SEE FOR Al.3 �413 I A73 GABINETS (FL-1). DETAILS. ADJUSTABLE PLASTIC UNDERGABINET TASK *(4) 84" STANDARDS LAM. SHELF UNIT (FL-1). / LIGHT. SEE ELEGTRIGAL / DWGS FOR ADDITIONAL ITEM # 358rb MOP HOLDER — — — ! INFORMATION BRAGKET — *(4) Irbil MAXIMUM LOAD I' HOSE HOLDER 3/4" THIGK PLASTIC N / % = cv 3/4" THICK PLASTIC SHELVING 6' LONG GUT � uW I BRAGKET LAM. BAGKSPLASH - — _ — LAMINATE BAGKSPLASH (PL-I). `� - _ (PL-1). Ll > 1 - LENGTH AS REQ. ITEM # 3571 Q w (2) 24" X 42 " X 16GA N `t = `� 3/4" THICK PLAST IG STAINLESS STEEL LAMINATE PLASTIC ® o o a N LAMINATE BASE LAMINATE SUPPORT � . SHEETS MOUNTED TO - PANEL (FL-1). *(16) 16" MAXIMUM TWO WALLS. MOUNT GABINET5, DRAWER5 - - LOAD BRACKETS ITEM = AND 4" TOE KICK (PL-I). I •ro _ _ �i1�® 1 _ .p PEDESTAL FILE BY # 3582 � WITH STAINLESS STEEL RANK FURNITURE cv SCREWS. WALL BLASE - TYPICAL VENDOR - NIG. MOP SINK 4'-Oil I'3" KEYBOARD TRAY BY BANK FURNITURE � ELEVATION ELEVATION GPU -NIG. VENDOR -NIG. 5'-011 NOTE: 3 3/4" X 12" DOUG 8'-5 3/411 61 MOP SINK, MOGKETT BRUSH STRIP 7 3" DIA. GROMMET- TYP. FAUGET, HOSE, WIRE MANAGER KIT MOP HOLDER - - 3/4" THICK PLASTIC LAM BRAGKET, AND "BRKITI" SHOWN TYP. O - ------ - -i ----- w, --- - -- SUPPORT PANEL (PL-1) SEE PLAN ON AI.1 H05E HOLDER GLOSETMAID BRACKET J MAXIMUM LOAD PROVIDED AND 1 1/2'' THIGK PLASTIC II;-4"I, 1 1/2" THIGK PLASTIC LA 5HEL V I NG SYSTEM ' ° '- : ; ; ; ; , � t LAM. COUNTERTOP -�, COUNTERTOP (FL-1). INSTALLED BY _, MOUSE � 800-874-0008 (PL- I) • KEYBOARD PLUMBER. NOTE:: KEY ALIKE ALL z SEE PLUMBING ELEGTRIG GPU MONITOR PROVIDE SHELF GAPS' DRAWINGS. CALCULATOR �� GABINET LOCKS IN ON ALL GUT ENDS. ` THIS ROOM. LOCKS �. �� VALIDATOR OR SCANNER GASH COUNTER 1 GHEGK PROTECTOR MUST BE SPECIFIC, FOR ABGM ROOM ONLY. WIRE SHELVING - TYP_ MOP SINK PLAN PLAN 3/4" P. LAM BAGKSPLASH 3/4" P. LAM COUNTERTOP 4" P. LAM ANGLED �t SUPPORT O O _I N i N LOCKABLE GABINET f — ' 11 — — L SD ROOM AGOUSTIGAL G­ TILE TRANSACTION BANK EQUIP. V LOCKABLE Fb LAMINATE UPPI CABINETS (FL — PACKAGE REG PROVIDED BY EQUIP. VENDOF INSTALLED BY DETAIL FOR INSTALLATION PLASTIC, LAM. BAGK5PLASH( HEIGHT AND D] ALIGN WITH AL MILLWORK WIN] LATERAL FILE BANK FURNITUF VENDOR - NIG. UNDERGOUNTEF BY BANK EQUIP VENDOR -NIG. 3/4" THICK PLC LAMINATE SUPf PANEL TYP. (PI DEAL DRAWER BY BANK EQUIP. VENDOR -NIG. — DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. — PAGKAGE REGE I VER PROVIDED BY BANK EQUIP. VENDOR $ INSTALLED BY O.G. - SEE DETAIL FOR INSTALLATION. 1 1/2" THIGK PLASTIC, LAMINATE GOUNTERTOP (PL-1). • KEY ALL GABINET LOCKS IN THI5 ROOM ALIKE. • VERIFY ALL INFO WITH FINAL BANK EQUIPMENT SHOP DRAWING5. • SEE SHEET AT I FOR WALL OPENING DETAILS. SCALE 3 1/4"= V-0" MILL.NORK GENERAL NOTES � PLASTIG LAMINATE_SGHEDULE A. PLASTIC, LAMINATE FOR GENERAL CONTRACTOR SUPPLIED GABINET5 AND GOUNTERTOPS: ALL CABINET HORIZONTAL SURFACES (FL-1) SHALL BE: WILSONART PRODUCT 4882-38 "OILED SOAPSTONE" WITH A TEXTURED FINISH. ALL CABINET VERTICAL 5URFAGE5 (PL-1) SHALL BE: WILSONART PRODUGT 4882-38 "OILED SOAPSTONE" WITH A TEXTURED FINISH. PROVIDE: MILLWORK END PANELS AT TELLERLINE AND COUNTERS B. PER ELEVATIONS WHERE UNDERGOUNTER EQUIPMENT 15 EXPOSED. U PROVIDE SUPPORT PANELS ON BOTH SIDES OF GASH DISPENSERS amm CL OR GASH REGYGLERS IN TELLER AREA. G. SHOW LAMINATE PATTERN DIRECTION ON MILLWORK SHOP DRA W I NI55. PROVIDE GROMMETS AS REQU I RED. Lu oc D. VERIFY SIZE OF OWNER SUPPLIED EQUIPMENT PRIOR TO MILLWORK GONSTRUGTION. w I-- E. CABINET LOCKS TO HAVE ONE LOCK PER DOOR OR ONE LOCK = 0 WHIGH CAN LOGK BOTH DOORS. NO ELBOW LATCHES. W 1 CLEAT TO SUPPORT E L E \ A T O DOOR SHT R ADDITIONAL ELECT. PANELS A X INFORMATION. 3'-7" 10'-10 112 2'-1 1 /2 11 6-10 3/4" 7'-4 3/4" G /L WDW AND PNEU. TUBE 1'-411 11 2 _ O11 RISERS 21 71 �- MARBLE WINDOW SI L I I 2' 10" 2-4 q/1611 1-4 5/8 DR <I 1 LATERAL FILE BY BANK L FURNITURE VENDOR — NIG. I N FLA 0 - II 0 III 11 �Ile I° J R A 17'-31 FIN. DIM. PROVIDE GOUNTERTOP GUTOUTS WITH MITERED CORNERS FOR BANK EQUIPMENT AS REQ.V Q U) O w VAT TUBES BY BANK ~ z EQUIP. VENDOR - NIG. (2) PENGIL DRAWERS FASTEN TO UNDERSIDE OF GOUNTERTOP. BY BANK EQUIP- VENDOR - NIG. DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. 8" WALL THIGKNE55 IN THI5 AREA FOR AHD - SEE SECTION. PROVIDE CLOSURE TRIM AFTER EQUIPMENT 15 INSTALLED - PAINT TO MATCH WALL. 3/4" THICK PLASTIC, LAMINATE SUPPORT PANEL TYP. (FL-1) AFTER HOURS DEPOSITORY BY BANK EQUIP. VENDOR -NIG UNDERGOUNTER STEEL BY BANK EQUIP. VENDOR - NIG. WIRE MANAGER KIT - TYP. Ul U) Y_ Cn 0 Z < W J U) J z = O 2 O 0 2 � W }_ W N N AFTER HOURS Florida Business License #: AAC001619 DEPOSITORY BY BANK EQUIP. Registered Architect: Kenneth Cowart -- VENDOR - NIG This drawing is the property of Associated Space 3/4" THICK PLASTIC, LAMINATE SUPPORT Design, Inc. and is not to be reproduced or copied in PANEL TYP. (PL-I) whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated I/2" THIGK PLASTIC herein are for reference only as normal reproduction LAMINATE processes may alter the accuracy of original drawings. GOUNTERTOP (FL-1). Associated Space Design, Inc. 2006 5/4" THICK PLASTIC, LAMINATE SUPPORT PANEL 0'-3 " (4) EQUAL DOORS I " TYP. (PL-I) WALL OPENING SIZE AS REQUIRED 5 TO AGGOMODATE PNEUMATIC, 7 LOCKABLE PLASTIC TUBES. SEE 3/A4.2 FOR LOCATION LAMINATE UPPER GABINET5 (FL-1) G/L OF DEPOSITORY PLASTIC, LAMINATE BAGKSPLASH (FL -I). HEIGHT AND DEPTH TO SEE PLAN SEE PL N 10'-10 1/2" SEE PLAN ALIGN WITH ADJACENT MILLWORK01 M.O. 2'-1011 PACKAGE WINDOW SILL. RECEIVER 1 1/2" THIGK PLASTIC 2' O" C, OF OPENING LAMINATE GOUNTERTOP M.O.DRNWER (FL -I). D P051TORY _ DRIVE -UP WINDOW BY OPEN = I NO � BANK EQUIP. VENDOR - NIG. R — m m - QfWINDOW z O OPENING Z. 9 DEAL DRAWER BY BANK m I os.3o.zoll REVISION I EQUIP. VENDOR - NIG. I O O DRAWER NO: DAIF: REMARKS: REvtsIONs: - N O - - M O PLASTIC OPENING LAMINATE DOORS WALLS (�; w z TYP. (PL-1) CLEAT TO m �� m DRAIN N TrITE: (L SUPPORT PANELS dJ "`�-8" s m ��' 2'-5 1/4" INTERIOR o ---OPEN m THIG� 1'-7 3/8' FOR WIRE AGGES5. WALL "? m ELEVATIONS AND - `�— 3/4" THIGK PLASTIC N AREA FLOOR LINEcn ELEV. 0'-Oil DETAILS LAMINATE SUPPORT — — _ — — — — — — — — I'-6" 5 OPEN PANEL TYP. (PL-I) DR VEWAY NOTE: VERIFY ALL INFO PROJFEY NO.: ISSUE DATE: ANEL WALL BASE - TYPIGAL WITH FINAL BANK EQUIPMENT 50568.12 07.15.2011 LATERAL FILE BY BANK OPENING SIZE DIAGRAM (FROM EXTERIOR) SHOP DRAWINGS DRAWN BY CHECKED BY: FURNITURE VENDOR - NIG. kC. kC. E\ `�/ A� O 3/4" \ / T E1�E V A I ON- N THICK PLASTIC LAMINATE SUPPORT G rSBEETNUNBER- PANEL TYP. (PL-I) SCALE SCALE SCALE A7ml JANITOR ELEVATION 1/4"= F-0" 6 ABCM PLAN AND ELEVATIONS 1/4"=1'-0" 7 DRIVE -UP TELLER PLAN AND DETAILS 3/8„=1, 8 GYPSUM BOARD SOFFIT WITH 24" HIOH WALLCOVERINO ON FAGE 51DE PAINT BAGK WALL (PT-2) -� �7•� START FULL SQUARE AT BOTTOM EDGE OF SOFFIT 51ONAOE - BY OTHERS 2 PENDANT LIGHT Afar FIXTURE, CENTER ON TELLERLINE OPENINGS - TYP. � OOil O I N El MARKETINO DISPLAY AREA Merchant ADA To liar Teller Wind w k 4 s � ya a �y z,�. �g^� , � � ,L -�� a tiV n,.�},� -, -• a. x,�T � 5 Ih �i�i�ftS 3 �'N��,: �$'� �'i'w�� j ¢ �3`tS �.r4'�'��"R��%t �y�, :'F-,u a p�Ai�'�'£Y �y � '� u� �' 'r'` �1`^. ���'1�' '" '+��f. '� t ���'S;k�1'3.�� �r�,. l 'S,. � �� � x' F�' ' � � �'�.` ,�.� 4�5 \'4 F .,�"`i� h ' M?•,"i'A3"�'` 4T k�Y _-.'•r kyti in �'t�"k �.1q 1 M1S\�5�� �`�A��.t}�k ��'��.4 '?�a��'�`e,�„�'� '�,�`v k' J' � �'�n ,�� � '•_< �y � 2'—C./ / 11 21-011 31-011 21-011 31_011 21-011 31-01' 21-0„ �'-(b„ �1- 6„ 311 2ro'-0'1 c� t r. vri lvl tc� t_tvLv TELLERL I NE BY BANK FURNITURE VENDOR - NIG. ELEVAT ON (FRONT VE. I. PENDANT LIGHT FIXTURE, CENTER ON TELLERLINE OPENIN65 (TYP) DIEBOLD REAGHOUARDS O `- FURNITURE PANELS, COUNTER AND STAGKERS BY CHASE FURNITURE VENDOR DIEBOLD METAL UNDERGOUNTER APRON MODEL AG-225-SX PRODUCT 220-72, AND UTILITY DRAWER MODEL M-7-UD PRODUCT 221-05 (OR APPROVED EQUAL) BY CHASE EQUIPMENT VENDOR I /1\ �'I _ J � H INV- EQ EQ Q Q Q Q Q Q Q Q Ircha - v A Telle t O 4 Window h !�y�� w? a er s= r u v h3 ® o 0 0 ® o 0 o rin er e ® ® dh g 0 ® l TCD TCD • B U DIEBOLD ME UNDERCOUN EQUIPMENT MODEL 5D-3-G-SL PRODUCT 220-40 51T DOWN (OR APPROVED EQUAL) BY CHASE EQUIPMENT VENDOR METAL DIEBOLD METAL UNDERGOUNTER EQUIPMENT MODEL SU-4-G PRODUCT 220-07 F I L I NO AND STORAGE (OR APPROVED EQUAL) BY CHASE EQUIPMENT VENDOR PRINTER STAND WITH MIGR PRINTER BY CHASE COUNTERTOP GYP. OPENING HOLD SUPPORT PANELS TGD BY CHASE BY CHASE EQUIPMENT FURNITURE VENDOR VENDOR ELEVAT'ON (REAR VEN CURVED AGGE551BLE GOUNTER DE51ONED A FOR SIDE APPROACH, BY CHASE FURNITURE 311 ,-roll 3'-O" VENDOR i_ II I_ II I_ it I_ �� I_ II �_ 11 ,_ 11 ,_ 11 '_ 11 i TELLER COUNTER AND 6 O 3 0 O 3 0 O 3 0 O 2 6 STAGKERS BY CHASE FURNITURE VENDOR I I 0 0 0 0 0 0 o O O o m m ®®® o o 0 o ACGE551 BLE 2V2" D I A. GROMMETS FIELD MERCHANT AGGES5IBLE KEYBOARD ARM INSTALLED BY CHASE TELLER TELLER BY CHASE FURNITURE VENDOR WINDOW FURNITURE VENDOR GENERAL NOTES: I. ALL METAL UNDERGOUNTER STEEL TO BE BLACK ON THE EXTERIOR AND PLATINUM ON THE INTERIOR. 2. ALL FURNITURE VENDOR UNDERGOUNTER STEEL TO BE BLACK. FLAN TELLER LINE ELEVATION W/ NO BR GLASS SCALE 1/4"— 1'-0' GEILINC BLUE PE L16HT FINISHEI 1 ALE PENDANT LIGHT MOUNTING HEIGHTS 1,21'0„ 3 TOILET ACCESSORIES LEGEND (ALL ITEMS TO BE FURNISHED AND INSTALLED BY C.G.) CRAB BAR (kt/ BACKUP SUPPORT) TOILET TISSUE DISPENSER (DOUBLE ROLL) STAINLESS STEEL MIRROR SEE ELEVATIONS FOR SIZE SURFACE MOUNTED PAPER TOWEL DISPENSER SURFACE MOUNTED WASTE RECEPTACLE SANITARY NAPKIN DISPOSAL UNIT D❑ �E ❑F ADA SION- AT - EA. DOOR, SEE DETAIL I/A8.1. FDLA I V 8" DEEP LOGKABLE / PLASTIC LAMINATE CABINET WITH (5) ADJUSTABLE SHELVES (FL-1) D I'-411 A i r r CV ROOF ACCESS LADDER B WALL BASE AND HATGH ABOVE - (TYP) SEE DET. I /A6 .8 0 NOTE: REFER TO AI.1 FOR C TOILET ROOM DIMENSIONS ' �l _J G L I N5ULATE OEXPOSED PIPES NOTE: KEY ALIKE ALL CABINET LOCKS IN TOILET ROOMS v O NO1" EN'S IN E/m V✓LL I II L✓ ( r 8" DEEP LOGKABLE PLASTIC, LAMINATE GABINET WITH (5) ADJUSTABLE TOILET ROOM PLAN & ELEVATIONS U SCALE 1/4"= 1'-0" Q 0 VINYL WALLGOVERINC (NG-1) NOTE: VERIFY ALL DIMENSIONS WITH FINAL BANK APPROVED MANF'RS DRAWIN65 BEFORE CONSTRUCTION VINYL WALL GOVERIN6 ATM SURROUND NOTE: VERIFY ALL r DIMENSIONS WITH FINAL BANK APPROVED I ffQ ECG I MANF'R5 DRAW I N65 BEFORE CONSTRUCTION All I II II I II IL JI _I 2'-2'1 R.O. VINYL WALLGOVERING- (WG-1) - START AT 3" A.F.F. GOVER WALL PLATES WITH VINYL WALLGOVERIN6 (WG-1). SEE ELECTRICAL SHEETS FOR EXACT LOCATION. O 2 0 w t11 U J J 7< - I - OATM Oe ATM OTYP. WG- I h1ALL TYPICAL ATM ELEVATIONS ALE 4 141'_0" E0_v WALL EQ. GOVER I NC1I REFER TO PROPRIETARY D IM'5 FOR R.O. WALL CORNER pAl 0Q �� VINYL WALLGOVERINC v`4 (WC, -I) ,.r. (SEE: 4G/A7.2) ATM SURROUND BY CHASE OTHERS - NIG. _ �/ AT / UNIVERSAL WALL z OPENING (DASHED). lu 26"W x 4cf "H g I'-411 > i A.F.F. - SEE PLAN FOR LOCATION. WALL BA5E L V T ON NOTE: VERIF"I ALL DIMENSIONS N TH FINAL (SEE 4B/A7.2) BANK APPROVED MANF'RS DRAWINGS BEFORE CONSTRUCTION PLAN ATM WALL OPENING DETAILS iALE 41'0,r 5 I� Iro" GRAB BAR 3 -6 MIRROR I MIRROR 711-� CONGEALED SOLID MIN. roll WOOD BAGK-UP MAX. ?I-r MIN > O MAX. SUPPORT cWf1 6 m I- MIN v 1 1/211 - Z X OWW zXO-- XIl> F~ v CL ROLL FINISH <OO O Y O Q - z _ m�� TO I m z n� FLODR = v O LL - O U_ - N tV DY 1/2'' DIA — m m -- O m 5 MIN. O n FRONT -roll SIDE FRONT SIDE MIN WLAVATORY ATER CLOSET SURFACE MOUNTED NO: DATE: REMARKS: EQUIPMENT PAPER TOWEL DISPENSER REVISIONS: 17"-IC," PERMITTED IN SHADED AREA - - _ DRAwnvOTraE: INTERIOR __ E.W.G. < F= ELEVATIONS AND - z 4 - z _ DETAILS t- FIN15H m m (V N FLOOR PROJEC-rNO.: ISSUE DATE: 8" 6" TOILET TISSUE L FIRE 50568.12 07.15.2011 SURFACE SURFACE DRAWN BY CHECKED BY MIN MAX DISPENSER MOUNTED WASTE MOUNTED EXTINGUISHER RECEPTACLE SANITARY NAPKIN GABINET kc. kc. DISPOSAL SHEET NUMBER TYPICAL &ACCESSIBLE MTG. HEIGHTS SCALE 1/4"= 1'_0„ 7 AT2 CD Q C/J U (L w Of ZD w H 0 Q 0 w z Ul) Cn o ca to v n N in J N U_ N d ri sz m ca U_ C - � _o a) UJ U w 0 c U o N Y c co t_ E - J_ C cn Qm E 75, ~ o OVA U) W 0 0 Q co J J co z = O 2 U W N N Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 - -i— I. I I __ l_ _ 1111 1' I I 'I l l l_ _I I I I- I I. I- - ---° - -I-----Y�1' 1' J 1 11 V s I_ ID 11_11 1 I 1 P Ell III: 1 1 I- -JI ` SUSP. ACOUSTICAL TILE CEILING TYPICAL FL -LAM DOOR AND EDGE TYPICAL (PL-I) iv L` WHITE MELAMINE ON rz, ALL INTERIOR SURFACES NOT EXPOSED TO VIEW ° I 2„ ADJUSTABLE SHELVES ° ° o CLEAR o' N STANDARDS (TYP.) ° DOOR PULL TYPICAL INSTALL WOOD BLOGKI NG IN WALL AS REQUIRED FOR PROPER 5EGUREMENT OF CABINETS, TYPICAL N I 2'-1" N PL-LAM COUNTERTOP, BAGKSPLASH AND EDGING (PL-I) _ w J oADA SINK a I� N � all n REMOVABLE PL-LAM Q = PANEL (PL-1) zT 0 51 DE OF PL-LAM GAB I NET N CN BEYOND (PL-1) � I NO EXPOSED PLUMB I NC - OR ELECTRICAL BELOW co THIS HEIGHT. WALL BASE (WB-1) MILLWORK SECT. SCALE11-01, iu L 1_2 v_ CLEAR O O K Q > > W W --1 -1 LW W W ►U w J 1- 0 z � � z O J Q ~ z 0 N > W W o I SEE PLAN 5USP. ACOUSTICAL TILE CEILING TYPICAL PL-LAM UPPER SHELF UNIT (FL -I) PL-LAM ALL INTERIOR SURFACES (PL-I) ADJUSTABLE SHELF W/ METAL SUPPORT GLIP5 STANDARDS (TYP.) INSTALL WOOD BLOCKING IN WALL AS REQUIRED FOR PROPER 5EGUREMENT OF CABINETS, TYPICAL — 12" THICK PLASTIC LAMINATE GOUNTERTOP AND 34" THICK BAGKSPLASH (FL-U WALL BASE (NB -I) M I LLWK SECTION 1cAo„ 1 I� i L I/ z O > 11J ll.J LU tu L w J I- 0 z 0 J <t - � O z IN N 0 I r� SUSP. ACOUSTICAL TILE CEILING TYPICAL — FL -LAM DOOR AND EDGE TYPICAL (PL-1) WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXFO5ED TO VIEW ° ADJUSTABLE SHELVES CLEAR ° ° STANDARDS (TYP.) DOOR PULL TYPICAL INSTALL WOOD BLOGKINO IN WALL AS REQUIRED FOR PROPER 5EGUREMENT OF CABINETS, TYPICAL SEE PLAN 121" THICK PLASTIC LAMINATE GOUNTERTOP AND 3" THICK BAGKSPLASH (PL-I) N STANDARDS (TYP.) DOOR PULL-TYP. DOOR FRONTS (FL-1) 0 0 ADJUSTABLE SHELF 0 0 o WHITE MELAMINE ON ALL ° INTERIOR SURFACES NOT EXPOSED TO VIEW i BASE (PL-I) ALE MILLWORK SECT. l,co„ 2 DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. I'" THICK PLASTIC LAMINATE COUNTERTOP (FL-1). TRANSACTION DRAWER BY BANK EQUIP. VENDOR - NIG_ 4" THICK PLASTIG LAMINATE SUPPORT 125 PANEL TYP. (PL-I) O DOOR PULL TYPIGAL W > OPEN FOR WIRE Z ACCESS W -1 0- N +1 wC'S PLASTIG LAMINATE DOORS TYP. lei (FL-1) CLEAT TO fZ SUPPORT d > PANELS 5" OPEN 5 6 MILLWORK SECTION SALE I— w J l_ 0 z 0 Mi J Q z O N 0 I v I m O N HANG TRACK 5USP. ACOUSTICAL TILE CEILING TYPICAL SHELF BRACKETS - TYP. 16 " WIRE SHELVES, TYP. NARROW MESH STANDARDS - TYP. SEE PLAN I"' THICK PLASTIC LAMINATE COUNTERTOP AND 3" THICK BAGKSPLASH (PL-1) STANDARDS (TYP.) 0 ° DOOR PULL-TYP. DOOR FRONTS (PL-1) ADJUSTABLE SHELF 0 WHITE MELAMINE ON ALL INTERIOR SURFACES NOT ° EXPOSED TO VIEW 0 BASE (FL-1) MILLWOR 5" OPEN K SECT. L z O > W _J W W F L I— w J 0 z D � O Q K > z w O N UJ 0 w o w I 3 1 MILL DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. 34"X 12'' LONG DOUG MOGKETT BRUSH STRIP SEE PLAN WIRE MANAGER KIT "BRKITI" (BLACK). I2" THICK PLASTIC z - LAMINATE GOUNTERTOP (FL-1). w � N o o 0 `? DOOR PULL TYPIGAL 3 4" THICK PLASTIG LAMINATE SUPPORT PANEL TYP. (PL-1) ii PLASTIC LAMINATE DOOR TYP. (PL-1) CLEAT TO SUPPORT PANELS 7 ILLWORK SECTION SCALE $ 1,,_ 11 0 1'-2 " CLEAR SEE PLAN SUSP. AGOUSTIGAL TILE CEILING TYPICAL FL -LAM DOOR AND EDGE TYPICAL (FL-1) WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXPOSED TO VIEW ADJUSTABLE SHELVES STANDARDS (TYP.) DOOR PULL TYPICAL INSTALL WOOD BLOCKING IN WALL AS REQU I RED FOR PROPER 5EGUREMENT OF CABINETS, TYPICAL I'" THICK PLASTIC, LAMINATE COUNTERTOP AND 3" THICK BAGKSPLASH (PL-1) N DRAWER (PL-1) DOOR PULL-TYP. DOOR FRONTS (FL-1) ADJUSTABLE SHELF WHITE MELAMINE ON ALL INTERIOR SURFACES NOT EXPOSED TO VIEW BASE (PL-I) 3" WORK SECT. z O > tu 11J N v A z O > LU W ' W 11.1 z 0 1= Q > LLJ w I- fU > I W I— Z 11I w O 0 Q 0 w ~ W z W o W > : W J Q z 0 [r O 5USP. ACOUSTICAL TILE CEILING TYPICAL FL -LAM DOOR AND EDGE TYPICAL (PL-1) WHITE MELAMINE ON raj ALL INTERIOR = SURFACES NOT EXPOSED TO VIEW ADJUSTABLE SHELVES Lu ° M �R ° Lu ~ STANDARDS (TYP.) 0 Q o DOOR PULL TYPICAL u7 0 Iz w H INSTALL WOOD BLOCKING z IN WALL AS REQUIRED FOR PROPER SEGUREMENT OF CABINETS, TYPICAL SEE PLAN 1"" THICK PLASTIC LAMINATE GOUNTERTOP AND 3/4" THICK BAGKSPLASH (PL-I) N WALL BASE (NB-1) 4 M I LWRK SECT. SCALE DRIVE -UP WINDOW BY BANK EQUIP. VENDOR - NIG. 34"X 12" LONG DOUG MOGKETT BRUSH STRIP 5EE PLAN WIRE MANAGER KIT "BRKITI" (BLACK). I '-G I IZ" THICK PLASTIG LAMINATE GOUNTERTOP N (PL-I). (2) PENGIL DRAWERS, - - e+ FASTEN TO UNDERSIDE OF ,n GOUNTERTOP. BY BANK R' EQUIPMENT VENDOR - NIG. DOOR PULL TYPIGAL D z o W > o I, ° '; 4" THICK PLASTIC o LAMINATE SUPPORT N B PANEL TYP. (PL-1) ° aI O 1' 1 y OPEN FOR WIRE ACCESS � PLASTIC, LAMINATE DOORS TYP. (FL-1) CLEAT TO SUPPORT PANELS 5" OPEN MILLWORK SECTION 9 is 01, ni L_ Cn Q 5USP. AGOUSTIGAL TILE CEILING TYPICAL -6 FL -LAM DOOR AND EDGE TYPICAL (PL-1) Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart ° ° This drawing is the property of Associated Space WHITE MELAMINE ON Design, Inc. and is not to be reproduced or copied in ALL INTERIOR SURFACES NOT whole or in part. It is not to be used on any other project ° EXPOSED TO VIEW and is to be returned upon request. Scales as stated ° herein are for reference only as normal reproduction ° processes may alter the accuracy of original drawings. ° ° Associated Space Design, Inc. 2006 o 0 0 o ADJUSTABLE SHELVES o o ° ° o ° o DOOR PULL TYPIGAL 0 0 00 0 STANDARDS (TYP.) ° o 0 O ° o o 0 1 08_30.2011 SD ROOM 0 0 0 o NO: DATE: REMARKS: e o REVISIONS: I, ° DRAWING TITLE: MILLWORK SECTIONS PL-LAM BASE (PL-I) PROJECTNO.: ISStEDME: 50568.12 07.15.2011 DRAWN BY CI-MCEED BY kc. kc. SIMET NUMBER SCALE A73 M I LLWK V= 1110 :1... _iL I I p l _ L� _l _ - 1 A— --1 __ _ I — 1 111 Jill 11 fll r 1 II 1' 111111_._ll_ J._ '_ I__. A _ --I_ QU'1"CNTYNOTES: II ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL: i TELE CO. TERMINAL MOUNTED ON SIDE WALL "J" BOX MTD AT A.E.E. ( MMUZAK SYSTEM, MOUNTED ON SIDE WALL (WHERE REQUIRED) • 3'-6" LONG)/2'' DIA. SEALTITE FLEX . GO° FITTINGS AT BOTH ENDS OF 3'-6" LONG %2" DIA. 3) GROUNDING BUSBAR, GHATSWORTH PRODUCTS 13622-012 5EALTITE FLEX � � I10 JACK PANEL 100 PR. W/LEGS T568B IO1G20104 • CONNECT ONE END OF FLEX TO WALL MOUNTED "J" BOX . GONNEGT OTHER END TO RAGK MOUNTED POWER STRIP 5L5 - 4 LINE SHARING DEVICE THROUGH DATA CONTRAGTOR PROVIDED END FITTING �) CCTV HARDWARE 12 NOT USED 3-t T- I GHA515 IB 2VDG5AMP4AH (PARABIT) ob WIRELESS AGGESS POINT 14 AG52 (PARABIT) (� XR500 N 18 AH BATTERY 15 861 POWER DI5TRIBUTION BOARD UO 11 NIREMOLD'' RAC MOUNTED POWER STRIP # *ro 505-12 15 AH BATTERY V2015606 WITH ENTRANCE END FITTING # V2001OA2 AT TOP OF STRIP PROVIDED AND INSTALLED BY 11 GONVERGENT DATA RAGK (WHERE APPLICABLE) DATA GONTRACTOR. 3 CONDUIT STUB :OR CONVERGENT %ABLES 30LATED GROUND 4" WALL BASE WB- I 6'-Ool GONVERGENT WALL DATA ROOM ELEVATION A 3'-011 3_O (2) IY2" CONDUITS BY ADT. SECURITY 0. DATA INSTALL CONDUITS TO 10' EQUIPMENT EQUIPMENT ABOVE FINISHED FLOOR. NOTE: IF DROP CEILING HEIGHT IS ALL SECURITY BELOW 1O' A.F.F., INSTALL EQUIPMENT TO B CONDUITS TO A MINIMUM ON SEPARATE OF I` ABOVE FINISHED LOGKABLE CEILING GRID. BREAKER I' -loll I O11 / II INSTALL RJ-45 EQUIPMENT 11- 11 C/ F T JAGK FOR PARABIT GARD - AGGES5 SYSTEM I I OVAL 20A DUPLEX 2 -011 OUTLET FOR PARABIT SYSTEM. BY E.G. j 1 I'-8" IIOVAG 20A DUPLEX IL OUTLET @ 54" A.F.F. BY E.G. 2— - E.C. SHALL ALSO HARDWIRE IIOVAG TO XR500 N TRANSFORMER, LOCATED WITHIN XR500N - oso ag® 16 16 CABINET ENCLOSURE p 4-,,r —z 2'14�0 J-45 EQUIP INSTALL RAGK �� I6 �IJ DATA 0� I APPROX. 6" ABOVE i RACK l_ _ XR500N 352P ENCLOSURE (16 16 I (6) FOR ALARM PANEL Fq7] LE XR500N 352P ENCLOSURE -' in ®® OJAD 20 e, A.F.F. I'_1„ 110 11 BATTERY ENCLOSURE O 1- II QQ 2'14" I I E.G. SHALL SUPPLY cv #IOAWG GREEN N &ROUNDING WIRE TO XR50ON 352P ENCLOSURE 1 I�IIIII HIII II I I I OM E 5'-Q 3/4" OPPOSITE SIDE 6'-O" MAIN WALL OUTL I NE OF — LADDER RACK ABOVE SECURITY — EQU IPMENT 3" CONDUIT STUBS FOR COAX GABLES (1) #6 AWG GU IN 3/4"G TO ISOLATED GROUND BUS IN PANEL 5/4" CONDUIT STUB FOR MUZAK (WHERE REQU I RED) LADDER RAGK 20 A QUA 66" A.F.F. Q Q I N _I -4" WALL BASE W (2) 4" 5LEEVE5 F 51 DE WALL ' p..,: . xt liiv 4 `ti S VERTICAL w MANAGER rv: �{ I 10 OUTLINE OF 4 RAGK MOUNTED POWER STRIP ( �I SEE NOTE N 17 O ?� N DATA ROOM PLAN O O B-1 loll u !L 11J z I 1_Q CCJJ I I I +7' 4 � I I � � I 1L 0 cn r < = 4 1 � m m I u� I I 2 A UOLEX 2b A UAD o 11 PN.F.F. 16" :F.F. +� OR 0 g'--2 1/2" TELCO CONDUITS SIDE WALL (1) 2" SLEEVE FOR TELLER CONDUIT STUB (1) 3/4" DIA. DRIVE -UP TELLER CONDUIT STUB (3) 3/4" DIA. A.T.M. GONDU I T STUBS (1) 1 1/4" DIA. DRIVE -UP TELLER SEGURITY GONDU IT STUB .EVAT I ON c DATA RO 3 z 1J z 0 WALL MTD. PHONE FINISHED FLOOR 4" WALL BASE WB-I ATION O BRAGS PARTITION TO STRUCTURE ABOVE WITH STAGGERED 3 5/8" STUDS © 48" O.G. SUSPENDED ACOUSTICAL TILE GLO. 5/8" TYPE "X" GYP. BOARD BOTH SIDES SOUND BATT INSULATION 3 5/5" METAL STUDS (9 " i GONTIN. RUNNER CHANNEL WITH POWER DRIVEN FASTENERS AS REQUIRED SEE ROOM FINISH SCHEDULE FOR WALL, FLOOR BASE FINISHE 571 PARTITION TYPE xi UNDERSIDE OF ROOF DECK n SUSPENDED ACOUSTICAL TILE CLG. 5/8" TYPE X' OYP. BOARD BOTH SIDES MO ISTURE/MOLD RESISTANT SOUND BATT INSULATION 5-5/8" METAL STUDS ® 16" O.G. GONTIN. RUNNER CHANNEL WITH POWER DRIVEN FASTENERS AS REQUIRE SEE ROOM FINISH SCHEDULE FOR WALL, FLOOR 4 BASE FINISHE PARTITION TYPE BRACE SOFFIT TO 5TRUGTURE ABOVE WITH STAGGERED STUD5 AS REQUIRED OLSUSP. AGOUST. GL6. SEE GL6. PLAN 5/8 " TYPE 11X" GYP. BD., ALL SIDES AKB.O. SOFFIT 5EE GLG. PLAN BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED 6" STUDS 0 48" O.G. SUSPENDED ACOUSTICAL TILE GLG.— 5/8" TYPE X' GYP. BOARD BOTH SIDES 6" METAL 5TUD5 16" O.G. GONTIN. RUNNER CHANNEL WITH POWER DRIVEN FASTENERS AS REQUIRED SEE ROOM FINISH SCHEDULE FOR WALL, FLOOR BASE FINISH PARTITION TYPE ■ SUSP. AGOUST. GLC SEE GLC. PLAN CONTINUOUS METAL TRAGK DBL. 6" STUD HEADER UNDERSIDE OF ROOF DECK n SUSPENDED AGOU5TIGA 5/8" TYPE ' BOARD BO" SOUND BATT v INSULATION 3 5/5" 220A. METAL STUDS a 16" O.G. GONTIN. RUNNER CHANNEL WITH POWER DRIVEN FASTENERS AS REQUIRED SEE ROOM FINISH SCHEDULE FOR WALL, FLOOR BASE FINISHE PARTITION TYPE 4�j - ONE HOUR - -UL41G- SEE WALL SECTIONS FOR EXTERIOR VENEER APPLY STO GOLD GOAT TO ENTIRE EXTERIOR SURFACE OF GMU. DO NOT - APPLY AT INTERIOR SURFACE (SEE 5PEGIFIGATION5) RIGID INSUL. TO UNDERSIDE OF ROOF DECK SUSPENDED ACOUSTICAL TILE GLG. 5/8" MOLD RESISTANT GYP- BOARD FILL CAVITY WITH FOAM INSULATION, TYP. GORE -FILL 500 8" GMU EXTERIOR WALL — 1 1/2" METAL T FURRING 2'-0" O.G. W/ 1 1/2" RIGID INSULATION GONTIN. RUNNER CHANNEL SEE ROOM FINISH \ SCHEDULE FOR WALL, FLOOR BASE FINISHE PARTITION TYPE �D GENERAL PARTITION NOTES: I. ALL METAL STUDS SHALL BE SPACED AT 16" O.G., UNLESS NOTED OTHERWISE. 2. ALL PARTITIONS SHALL EXTEND TO 6" ABOVE THE FINISHED GEILING UNLESS NOTED OTHERWISE. 3. ALL PERIMETER TOILET ROOM WALLS SHALL RECEIVE FULL HGT. SOUND ATTENUATING INSULATION, INGLUDING THE PLUMBING CHASE WALL 4. GYPSUM WALLBOARD AT THE INTERIOR OF THE LADDER ROOM SHALL BE INSTALLED TO THE UNDER51 DE OF THE ROOF DECK 5. ALL GYPSUM WALLBOARD USED ON THE INTERIOR SIDE OF THE EXTERIOR WALLS IN MEWS ROOM 114 AND WOMEN'5 ROOM 115 SHALL BE MOLD RESISTANT 6. ALL GYPSUM BOARD IN ALL EXTERIOR WALL5 SHALL BE MOLD RESISTANT TYPE TYPICAL PARTITION DETAILS SCALE 1 1/2" = 1'-0" ALUM CLOSURE TO MATGH WINDOW BY WINDOW INSTALLER J BEAD SOLID SURFACE SILL PARTITION- SEE FLOOR PLAN ALUM AND GLASS WINDOW 50L I D SURFACE SILL CENTER CHASE WITH ALUM MULLION STUD CHASE WITH PAINTED GYP BOARD SURFACE co U a w Of U w U nG Q U) Of O_ W z U) U) O Y Z J J_ W IN o cM CQ N M J N LL N Q W LL � M c � N Q M N N iz r_i m CO w F. 0 v N r 0 m Q � Florida Business license #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in 2 whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 1 08302011 REVISION 1 NO: DATE: REMARKS: REVISIONS: DRAWING TIRE: PARTITION TYPES AND DETAILS PROJECTNO.: ISSUE DATE 50568.12 07.15.2011 DRAWN BY CHECK -M BY. kc. kc. SHEET NUMBER U) z O O r w N DATA ELEVATIONS S;ALE1'01 1 SOFFIT DETAIL SCALE 1 1/2"= 1'-0" JAMB DETAIL SCALE NOT US ED Ell A7m4 I -L__ I l I 111iP, I� -1 1 1 1' L -L - I L tj I I I L l l' ulf 1 '" 1"11 I 1, III1111T vm II" 1 1 L.�50FFIT FRAMING WOOD BLOGKIN6 CORNER BEAD, TYP i 8 -0u AEF BA. HEADER I "x2" ALUM CHANNEL HEADER - FASTEN PER MFR. RECOMMENDATION GLAZING BRANGH e BGM BANK OFFICE GLAZING HEADER A BRANCH BGM SANK OFFICE PANEL FASTENER - REFER TO DETAIL B GLAZING 5ANDWIGHED BTWN WOOD PANELS LAMINATED PANEL EA 51 DE TO MATCH OFF I GE SYSTEMS FURNITURE WALL PANELS N ALUM SILL ANCHOR -FASTEN TO FLR PER MFR REG MMENDATION �FINIFLOORING D GLAZING / WD PANELS - SILL 2'-10' AFF T.O. PANEL5 BRANGH 01 BGM BANK OFFIGE ' B WOOD PANELS - BRANGH BGM BANK OFFICE —GLAZING —LAMINATED EDGE (TYP) SELF -TAPPING THREADED INSERT - FIELD INSTALLED i PRE -DRILLED GLASS OVERSIZED i SGREW FASTENER FROM OFFICE SIDE —STAINED BUTTON OR MUSHROOM PLUG TO MATCH PANEL LAMINATED PANEL ALL SIDES t EDGE5 TO MATGH OFFICE ► SYSTEMS FURNITURE WALL PANELS TOP EDGE r� r 4 1/4" GLASS BUTT JOINT AT CORNER - NO SEALANT E GLASS / WD PANELS -CORNER SEE PLAN 4A GYP BD SOFFIT AGP GEILINC - SEE RGP I" X 2" ALUM HEADER N zCHANNEL(f3LAG<) T T T FULL HT 1/2" TEMP GLASS LITE5 WITH 1/4" BUTT JOINT - NO SEALANT LOGKSET $ LATCH PATCH FITTINGS O 4B 51M 4G 3'-0" x 8'-0" x 1/2" TEMPERED CLASS DOOR, / WITH FLOOR CLOSER AND / TOP PIVOT 4D j d 4F N A7.5 2" X 4" ALUM I SILL 4' ANGHO ' 1(BLACK) 5/4" LAMINATE PANELS FINISHED 4 51DE5 (Ft-2) PRE -DRILLED HOLE EQ EQ L_ — _J 01 IN CLA55, 4 PER ilP .1 L I TE, TYP REGE55ED DOOR CLOSER NOTE: FASTEN PANELS THRU GLA55 WITH CONGEALED SGREWS, 4 PER LITE FROM OFFICE SIDE. BUTTON OR MUSHROOM PLUG TO MATCH PANEL BCM - FRONT ELEVATION �A AGP GEILINO - 5EE RGP FULL HT 1/2" TEMP CLA55 L I TES WITH 1/4" BUTT JOINT - NO SEALANT 5/4" LAMINATE PANELS FINISHED 4 51DES (FL-2) C.1=1= L71 A T� EQ EQ EQ BCM - SIDE ELEVATION TILLED ALE IN 4 PER E, TYP FASTEN PANELS THRU GLASS WITH CONGEALED SGREWS, 4 PER LITE FROM OFFICE SIDE. BUTTON OR MUSHROOM PLUG TO MATCH PANEL 1/4" 6LA55 WOOD PANELS BUTT JOINT CONTINUOUS NO SEALANT BELOW I/4" X 2" ILAGK BLAGK� NEOPRENE MELAMINE SPACER FILLER BELOW TO WALL AT PANELS AT PANEL5 BELOW C GLAZING BUTT JOINT BGM BRANCH GLASS/WOOD PANELS OFFICE BANK BELOW AT PIVOT SIDE PANEL FA5TENER 6LA55MOOD PANELS REFER TO DETAIL B BELOW AT STRIKE 51DE 1/2" TEMP GLASS DOOR WITH FLOOR GL05ER - GPT OVER COVER PL T� 01 FIELD APPLY LAMINATE ALIGN OVER PANEL ENDS GLASS - TYP AT JAMB EA SIDE GLASS DOOR JAMB F MILLWORK / PARTITION DETAILS 3ALE co„ 4 AGP GEILING - SEE RGP FULL HT 1/2" TEMP GLA55 L I TES WITH 1/4" BUTT JOINT - NO SEALANT T 4A A7.5 4D A7.5 SIM. EQ SEE PLAN GYP BD SOFFIT ,- I " X 2 " ALUM HEADER CHANNEL (BLACK) T �T A1S HAND 51 M. 4E i/// A-1.5 o / 2" X 4" ALUM I / SILL $ ANCHOR (BLACK) / BD WALL 3'-0" x 8'-O" x 1/2" TEMPERED GLASS DOOR, WITH FLOOR GL05ER AND TOP PIVOT L — J EQ �— RECESSED DOOR CLOSER NFERENCE - FRONT ELEVATION GENERAL POWER AND DATA NOTES: I. PROVIDE (2) DATA AND (1) DUPLEX OUTLET AT EACH TELLER STATION. 2. PROVIDE (1) DATA AND (1) DEDICATED DUPLEX OUTLET AT EACH TELLER GASH DISPENSER (T.G.D.). 3. PROVIDE (1) DATA AND (1) DUPLEX OUTLET AT EACH PRINTER STAND. B.O. GEILING 10'-10" AFF COVERING NG-2 APPLIED THIS SIDE O z •I N l� DOME CAMERA 4 " B.O. GEILING IRV q'-O' AFF B.O. 5OFF IT \ 511 AFF \ ` N \ \ \ OUTLINE OF GYP. \ BOARD SOFFIT (PAINT AMBER PENDANT LIGHT \ \ BACK PT -I FIXTURE, PROVIDED BY E.G. \ "SPRINGFIELD TAN") "�► (PAINT BOTTOM PT-4 OUTLINE OF \ "OLD GLORY") MARKETING STEELGASE PANEL TO \ \ FIXTURE BE FURNISHED AND \ \ I NSTALLED BY \ \ FURNITURE VENDOR \ \ v WALL MOUNTED PHONE AT 54" A.F.F. CENTER MOUNT AT EACH 51DE OF 6, CUSTOMER SIDE COUNTER. i OUTLINE OF p ..,r�' 2-2" 3 T E qI TELLERLINE To BE FURNISHED" ; AND INSTALLED _ --__-- BY BANK TELLER \ FURNITURE SIDE VENDOR v X OUTLINE OF STEELGASE O UNDERGOUNTER SUPPORT to PANEL TO BE FURNISHED 1L. AND INSTALLED BY < FURNITURE: VENDOR O X m `� OUTLINE OF APPLIED WALL BASE BEYOND GENTERL I NE STACK POWER/DATA BOXES FOR TELLER STATION. FURNITURE VENDOR TO PROVIDE GROMMET IN GOUNTERTOP FOR CONNECTIONS -V-O" (CLEAR DISTANCE) 5" WOOD FLOORING ID FOR RAGEWAY BEHIND B I NETS -LINE OF VERTICAL PANEL TO FURNISHED AND INSTALLED BY 'iK FURNITURE VENDOR - N.I.G. PROVIDE POWER, DATA, AND SECURITY "J' BOXES AT END WALL. WIRE TO WALL MOUNTED WIREWAY PER LOCAL BUILDING CODE. RUN POWER AND DATA THROUGH "NIREMOLD" 0-4000 DIVIDED WIREWAY, PROVIDE OUTLETS AT CENTER OF G.P.U. SHELVES AND PRINTER STANDS SHOWN ON THE TELLER LINE TELLER 51DE ELEVATION. TELLER LINE SECTION W/ NO BR GLASS SCALE1,0„ GENERAL NOTES: I. TELLER LINE ORDERED BY GHASE P.M., FURNI5HED AND INSTALLED BY FURNITURE VENDOR. 2. UNDER COUNTER STEEL ORDERED BY CHASE P.M., FURNISHED BY VENDOR INSTALLED BY FURNITURE VENDOR. 3. PRINTER STAND AND PRINTER ORDERED AND INSTALLED BY CHASE STORE PLANNING GROUP. B.O. GEILING 10'-10" AFF OUTLINE OF SOFFIT_ WITH WALL z GOVERINO NG-2 APPLIED TO O z FRONT DOME CAMERA N B.O. CEILING BACK OF GYP. SOFFIT _ q" 1'-0' AFF TO BE PAINTED PT -I _ p B.O. SOFFIT AFF \ \ PAINT BOTTOM \ \ OF GYP. BOARD \ \ PT-4 "OLD \ \ GLORY" \ \ MARKETING FIXTURE. \ \ \ AMBER PENDANT L I GHT \ �. FIXTURE, PROVIDED BY E.G.. NALL MOUNTED PHONE \ \ AT 54" A.F.F. CENTER \ MOUNT AT EACH SIDE OF COUNTER. 6 5'-0" (MIN. CLEAR DISTANCE) 31-ci11I-1 O D_ O Q - - O (l� OLL ly Q �0 v m N 1'-1 1/2" WOOD FLOORING GENERAL POWER AND DATA NOTES: I. PROVIDE: (2) DATA AND (I) DUPLEX OUTLET AT EACH TELLER STATION. 2. PROVIDE (1) DATA AND (1) DEDICATEDDUPLEX OUTLET AT EACH TELLER GASH DISPENSER (T.G.D.). 3. PROVIDE (1) DATA AND (1) DUPLEX OUTLET AT EACH PRINTER STAND. CD Q Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: INTERIOR ELEVATIONS SECTIONS AND DETAILS PROJECTNO.: IS SLJE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. BCM/ CONFERENCE ROOM ELEVATIONS SCALE " 3 A.D.A. TELLER LINE SECTION SCALE 2 SHEETNUNDER A7.,5 1 2 1/2" STRUGT. FRAMING (TYP.) � I AGM PANELS (MTLG PEX PEWTER FINISH) OVER METAL FRAMING _ N II N N TPO MEMBRANE OVER EXT. SHEATHING TPO ROOFING MEMBRANE OVER 1/4" DENSDECK ROOFBOARD OVER TAPERED RIGID IN5. ON EXT. SHEATHING AND METAL FRAMING AGM PANELS (GVB- BLUE FINISH) OVER METAL FRAMING 2" 411 e FROM WALL EXTERIOR: • 4" CAST STONE VENEER' • I" AIR SPACE: • AIR a VAPOR BARRIER • 8" REINF. GMU W/ FOAMED IN PLACE INSULATION • RIGID INSULATION BETWEEN 1-1/2" 'ZFURRING • 5/8" GYP. BD. ACM PARAPET DETAIL i ALE 1'_0" 8 COURSE FA( SMOOTH FAc STONE YENEE ALUM. REGLI GOUNTERFL/ PER MFR. Rf WELDED SPL TPO SEAM F TPO ROOF I N TPO ROOF I N ON BONDING- TPO SEAM F TPO OUIGKP TPO ROOF -IN MEMBRANE P.T. BLOCKY AGM PANEL TUBE STEEL SMOOTH FA( STONE YENEE STRUGT. MTL. FRAMING (SEF STRUGT_ DNGI- AGM PANELS STRUGT. FRA (SEE: STRUGT T"'P. CONT. BACK ROD $ SEAL SMOOTH FA( STONE YENEEI FLASHING DETAIL OUTL I NE OF STOREFRONT SYSTEM BEYOND STOREFRONT ENTRY DOOR MAX. 1/2" ADA THRESHOLD TROWEL FINISH TOP FILL WITH SEALANT OF EXPOSED GONG. COORDINATE WITH GRATE FRAME EXPANSION SEAL T.O. GONG. GONG. SIDEWALK, PAVEMENT, 5L OR GRADE TO PITGH AWAY FROM BLDG-SEE GI V I L SHEETS SLOPE d d a a a d /\\ a \ \/1\\/X X SCALE 6'= 1'-0" VINYL DOOR SIGNAGE 8Y OWNER ,'I I`v IMPAGT RESISTANT A=0 GLAZING AT ALL; EXTERIOR DOORS Id � II II II O v___ DOOR SGHEDULE HARDl�ARE SGHEDULE 0 m Q z Q DIMENSIONS DOOR MATERIAL z 4 to (Y < < Y REMARKS I ro -1 z � o � z < � p Q 0 I W REMARKS WIDTH HE I G HT THICK. AL. = ALUMINUM GL. = 6LA55 H.M. = HOLLOW METAL S.G. = SOLID GORE WD. = WOOD IOIA A 6-8" 7'-O" 1-5/4" AL AL OI • HARDWARE NOTE 3 IOIB A 6'-0" 7'-O" 1-5/4" AL AL 02 ♦ HARDWARE NOTE 5 102A B 3'-4" 7'-O" 1-3/4" S.G. AD. H.M. UNDERCUT I" 04 • HARDWARE NOTE 3 108A B 3'-0" 7'-0" 1-5/4" S.G. ND. H.M. 06 HARDWARE NOTE 3 IOC"fA B 3'-0" 7'-0" 1-3/4" S.G. ND. H.M. 06 HARDWARE NOTE 3 IIOA B 3'-0" 7'-0" 1-5/4" S.G. AD. H.M. UNDERCUT I" 06 • HARDWARE NOTE 3 IIIA B 3'-0" 7'-O" 1-3/4" S.G. ND. H.M. UNDERCUT 1" 04 • HARDWARE NOTE 3 112A B 3'-0" 7'-O" 1-3/4" S.G. ND. H.M. UNDERCUT 1" O4 ♦ HARDWARE NOTES 2 $ 3 112B B 3'-4" 7'-0" 1-3/4" S.G. ND. H.M. 04 HARDWARE NOTES 2 t 5 4 112G B 3'-4" 7'-0" 1-3/4" S.G. Na H.M. 04 HARDWARE NOTES 2 $ 3 113A G. 3'-0" 7'-0 ` 1-5/4" H.M. INSULATED H.M. Oa HARDWARE NOTE 3 115A B 3'-0" 7'-O" 1-5/4" S.G. WD. H.M. UNDERCUT I" 07 ♦ HARDWARE NOTE 3 114A B 3'-0" 7'-0" 1-3/4" S_G_ ND_ H.M. UNDERCUT I" O7 • HARDWARE NOTE 3 115A B 3'-0" 7'-0" 1-5/4" S.G. WD. H.M. UNDERGUT I" 07 ♦ HARDWARE NOTE 3 116A B 3'-4" 7'-0" 1-3/4" S.G. WD. H.M. UNDERCUT I" 04 HARDWARE NOTE 3 117A B 3'-0" 7'-O" 1-3/4" S.G. NE). H.M. 05 ♦ HARDWARE NOTE 3 118A D 3'-0" 8'-0" 1-1/2" TEMP. GLASS N/A 08 HARDWARE NOTE: 3 II�fA D 3'-0" 8'-0" 1-1/2" TEMP. GLASS N/A 08 104 • HARDWARE NOTE 3 120A B 3'-4" 7'-0" 1-3/4" S.G. Na H.M. HARDWARE NOTE 3 DOOR NOTES HARDWARE NOTES 1. EXTERIOR METAL DOORS TO BE 1. GOORD I NATE PERMANENT GORE / KEYING MANF'R $ INSTALLATION WITH GAL\/. � INSULATED. ARCHITECT. PERMANENT GORE / KEYING INCLUDED IN BID KEYING 2. HOLLOW METAL JAMBS IN ALLOWANGE. CONSTRUCTION GORES BY GENERAL CONTRACTOR. MASONRY TO BE GROUTED SOLID. 2. MOUNT GL05ER ON PULL SIDE. 3. REFER TO HARDWARE 5GHEDULE IN SPECIFICATION BOOK. 4 DOOR TO BE SUPPLIED BY D I EBOLD DOOR, STOREFRONT AND HARDWARE SPECIFICATIONS I. ALL DOOR HARDWARE TO MEET ADA ACCESSIBILITY GUIDELINES. 2. PROVIDE KNURLED HARDWARE FOR AGGES5I5ILITY GOMPLIANGE TO DOORS 108A, 10ciA, I IOA. CLEAR ANODIZED ALUMINUM STOREFRONT FRAME WIDE STYLE ALUM DOORS WITH CLEAR TEMPERED GLASS REMOVABLE MULLION GARD READER AGGESS EXT'R DOOR DOOR SCHEDULE No�O SCALE EQ EQ DOOR VIEWER/ SCOPE LOCATION- SEE PROJECT MANUAL FOR DOORS REGEIVING V I EWER OR SCOPE SOLID GORE MDO DOOR (PAINT) )` m H.M.—/ � � FRAME O cn ten. WJ DOOR VIEWER/ SCOPE LOCATION- SEE PROJECT MANUAL FOR DOORS REGE I V I NG VIEWER OR 5GOPE H.M. FRAME - METAL DOOR (PAINT) I. 5/8" HIGH BY 1/52" RAISED LETTERING ( UNLESS NOTED OTHERWISE) 2. GRADE 2 BRAILLE POSITIONED DIRECTLY BELOW TEXT 3. 1/32" RAISED PIGTOGRAM WITH -7090 CONTRASTING BETWEEN BAGKGROUND AND TEXT. FINISH TO BE EGGSHELL 4. COLOR TO BE BLUE BAGKGROUND WITH WHITE LETTERS 5. SEE ELEVATION FOR MOUNTING INFORMATION SIGN \ / WOMEN MEN / MOUNTING SIGNAGE S E PLA 5/8'� 5/8" .JAMB DETAIL ELEVATION SCALE NOT TO SCALE I Cn U_ 2 a C7 w or M F- c w U OC arc 0 W w F- z 0 =kL YP. STUD 6 GYP. _ ,OARD PARTITION AMB ANCHOR .M. FRAME W/ WELDED Y ORNER5 Ul C/) — 'OOR U) O Y Z Q U) J S C ALE z L = NOT TO SCALE O v CL W N N TEMPERED GLASS DOOR O OL — J DOOR ELEVATIONS SCALE SCALE 8" GMU BLOCK SEE 8" GMU BLOCK SEE SCHEDULE FOR SPEG. SCHEDULE: FOR SPEG. &" GMU BLOCK SEE SGHEDULE FOR SPEC. 5/8" GYP. SUSPENDED WALLBOARD I E.I.F.S. SYSTEM ACOUSTICAL GLG, ;.. :. 5/8" GYP. WALLBOARD 'Z' CAST IN PLACE ON I I/2" METAL 'Z' SEE SHEET A2.0 I �" E.I.F.S. SYSTEM 2 ro ` ON 11/2" METAL GONG COLUMN �.., ,_° ,.^ FURRING AT 2'-0" ' '° FURRING AT 2'-0" O.G. SEE STRUCTURAL .. .; .. O.G. T 0VE O 6" A8 STRUCTURAL ' . TO 6" ABOVE GLO. HT. SHTS o:� v. .. GLG. HT. W/ RIGID HEADER - SEE °'..- W/ RIGID INSUL TO �' INSUL TO UNDERSIDE STRUCTURAL SHTS 5/8" GYP. WALLBOARD '.. - UNDERSIDE DE OF ROOF 4'" GA CAST STONE - ° �.: • "..:. OF ROOF DECK ON 1 1/2" METAL 'Z' CAST IN PLACE GONG ° . ° DECK V NEER , : . FURRING AT 2'-0" O.G. TO COLUMN SEE ... ° : : GROUT JAMB5 RETURN STO GOLD GOAT ' b ABOVE GLG. HT. W/ STRUCTURAL SHTS °: '_'. � `' GROUT JAMBS 'GOLD e.. SOLID OVER ROUGH OPENING ,4. , RIGID INSUL TO UNDERSIDE SOLID RETURN 5T0 OF ROOF DECK RETURN STO 'GOLD GOAT' '. . GOAT' OVER .• '� ,:. OVER ROUGH OPENING ° " 2X BLOCKING ROUGH OPENING 2X BLOCKING E I FS STARTER TRACK/ 2X BLOCKING WEEP 5GREED PER MAN , SEALANT GYP. BOARD RETURN GONT. BACKER ROD GYP. BOARD RETURN AND SEALANT O Ib GA GALV. H.M. FRAME W/ WELDED CORNERS ~ GYP. BOARD RETURN I b GA GALV. H.M. PRAMS "J" BEAD 16 GA GALV. H.M. FRAME "J" BEAD W/ WELDED CORNERS W/ WELDED GORNERS "J" BEAD lb GA. H.M. INSUL. DOOR CAULK ALL AROUND 16 GA. H.M. INSUL. DOOR GAULK JOINT 16 GA. H.M. INSUL. DOOR CAULK (INTERIOR) ENTIRE PERIMTER INSIDE 4 SEALANT ON OUTSIDE Florida Business License 9: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated 5 herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 1 0830.2011 REVISION 1 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: SCHEDULES AND DETAILS PROJECTNO.- ISSUE DATE: 50568.12 0715.2011 DRAWN BY CHECKED BY kc. kc. GMU HEAD @GMU JAMB @ E.I.E.S. C@ GMU JAMB © STONE VENEER STOREFRONT DOOR THRESHOLD 11,E 1'_0" 7 HOLLOW MTL. DOOR HEAD AND JAMB DETAILS SCALE 1 1 /2 - F-0" SHEETNUNDER Al8ml L" LTA ai I 1 P 5111' I I I 1_ _I u_ 1 t OUTLINE OF STOREFRONT SYSTEM BEYOND MAX. 1/2" ADA THRESHOLD FILL WITH SEALANT COORDINATE WITH ORATE FRAME T.O. GONG. _0SLAB OI_O11 4 a d 4 a. 4 4 4 4 a E.I.F.S. SYSTEM INSULATED, TINTED AND TEMPERED 5TCOUARD WATERPROOF I NO OVER GLAZING EXTERIOR GMU WALLS STOREFRONT ENTRY DOOR TROWEL FINISH TOP SELF ADHERING SHEET UNDERLAYN OF EXPOSED GONG. FLASHING (SHOWN DASHED) BEYOND EXPANSION SEAL OPNG.'S, WRAPPED ABOUT 2X P-T. BLOGKINO ALL SIDES GONG. PAVEMENT SLOPE AWAY FROM BLDG-SEE CIVIL SHEETS SLOPE 5B-EMT2 STARTER TRAG BY PLASTIC, COMPONENTS - AT HEAD 4 4 CONDITIONS ONLY ° BACKER ROD AND SEALANT 1 /4" P.T. SHIM AS REa'D ° STOREFRONT WINDOW FRAME /i, /i, /iA,l/i, STOREFRONT SILL DETAIL i ALE 1'011 6 INSULATED / IMPAGT- RES I STANT OLAZ I NO -7'-4" M.O. II'-4" M.O. Ea Ide Ea Ea Ea Ea. — I T.O. MA5. Ol 10'-6 I/2" B.O. MA5. G TOP OF 5L� O'-O" O GLAZED ALUMINUM STOREFRONT SYSTEM 8" REINFORCED GOL GMU WALL NNI 1 1/2'' E.I.F.S. SYSTEM SEE STRUGT. FOR LINTEL REQUIREMENT5 - oD 2X P.T. WD. BLKO. AT JAM55 AND HEAD SELF ADHERINS ,D SHEET UNDERLAYMENT ,. N° MEMBRANE GONT. DRIP LINE GONT. WEEP SCREED BY EIFS MANUFACTURER BAGKER ROD ` AND SEALANT PREFINISHED GLAZED ALUMINUM STOREFRONT SYSTEM- -0 HEAD DETAIL 3A A8 A T T T O GLAZED ALUMINUM STOREFRONT SYSTEM I NSULATED At,� E3.O- GONG. BEAM_ Q A D M T.0.5TL. BEAM D {_y\�B.O.3STL. BEAM _ Q -I STOREFRONT HEAD DETAIL scALE1'011 INSULATED / IMPACT - RESISTANT OLAZ I NOS - 1 1/2" METAL 'Z' FURRING WITH RIGID INSULATION Got - TO UNDERSIDE 8" REINFORCED OF ROOF DECK GMU WALL 1 1/2'' E.I.F.5. - 5/8" GYPSUM SYSTEM WALL -BOARD TO 6" ABOVE L I NE OF STONE GLO. HEIGHT VENEER BELOW — SEE STRUGT. - REFER TO FOR GROUTED GEILINO CELLS PLAN FOR GEILINO 2X P.T. ND. BLK6 _ AT JAMBS AND j — , HEAD I LINE OF .. WATERTABLE . BELOW SELF ADHERINS SHEET UNDERLAYMENT BAGKER ROD - MOTORIZED AND SEALANT WINDOW SILL BELOW SHADE ALUM. I MPACT- RES I ST. STOREFRONT 5YS. W/ t8. INSULATED 11211 IMPACT -RESIST. OLAZ I NO (T'I'P.) Q @ JAMB DETAIL 3A ftib AA] T T T T T T GLAZED ALUMINUM GURTAINWALL SYSTEM OPP. HANL �O �IOF SLAH INSULATED OLAZ I NO ON I Ea. I Ea. �[ A8. 6'-8" [[ Ea. I Ea. �rl J, 21'-1 1/2" FRAME DIMENSION 21'-3" (F.V) R.O. O OLAZED ALUMINUM STOREFRONT SYSTEM �?N MULLIONS '.) ER HOURS ATM T I RULE :ES5 SIONAOE :D ,DER B.O. GONG OF c- OIL TOP O'-O" I\ I/- I I I A � /^_1 A� 1 61-5 1/211 FRAME DIMENSION 6'-7" (F.V.) R.O. O GLAZED ALUMINUM GURTAINWALL SYSTEM 4 I CURTAINWALL /STOREFRONT SYSTEM ELEVATIONS e OLAZED ALUMINUM STOREFRONT SYSTEM G GLAZED ALUMINUM STOREFRONT SYSTEM DOOR I O I B TO BE CENTERED WITH DOOR IOTA IN GURTAINWALL 18'-O" M.O. F.V.11 6'-O" 'or Ea Ea Arj, I 51 M. OPN�7 l46 A / T %' A I[A 6 T I 5 oT ��S�o �a�.m \ T T I = o o WINDOW FILM 4 GJIM NOTE: ALUM. FRAMES AT IM• O qg INTERIOR DOORS $ WINDOWS GLAZED ARE NOT THERMALLY REMOVABLE MULLION ALUMINUM BROKEN, TYP. CLEAR STOREFRONT TEMPERED OR ANNEALED, SYSTEM (SEE LETTER DE5IONATION) CURTAINWALL / STOREFRONT WINDOW ELEVATIONS GOL E 1/211 5/8" ALUM. ALUM. 5/8" OYPSUM IMPACT -RESISTANT ALUM. PAN PROVIDED IMPACT-RES15T. WALLBOARD STOREFRONT SY5. W/ W/ STOREFRONT SYS. STOREFRONT SYS. ON I I/211 INSULATED 8 REINFORCED GMU, SEE STRUGT. 1 1/2" METAL 'Z' W/ IMPACT -RESIST. METAL 'Z' IMPAGT-RE515TANT BACKER ROD FURRING WITH SLAZINO FURRING SLAZINO (TYP.) z $ SEALANT JT. I/2" E.I.F.S. SYSTE RIGID INSULATION (92 -O O.G. (b ALL AROUND - ' TO UNDERSIDE EIFS BEYOND WITH RIGID BACKER ROD INSIDE OUTSIDE OF ROOF DECK 2 1/8" 511411 INSULATION SEALANT SEE STRUGT. FOR s BACKER ROD 4 JOINT SOLID SURFACE � I/8" 8 I/8" LINTEL ' SEALANT JOINT ol SILL REOUIREMENTS '..�e I/4" P.T. ND. SHIM = _ B.O. MA5. OPN6 B.O. MA5. OPN6 AS REOD. — DRYWAL REVEAL FRY C/ 31 ir11 M1. REOLET #DRMZ-625-515 - e. CUSTOM CAST OR EQUAL ,� - dJ - CAST STONE �0 5USP. >� STONE SILL, 5/8" GYP. W.B. ON 1 1/2" = r- SILL r MATCH V AG. GL6 tp METAL Z FURRINO @ e WATERTABLE IN - LJ S.S. MTL. 2 O O.G. WITH RIGID T.D. MA5. OPN6 FINISH AND INSULATION FLASHING W/ 2x4 NAILER GOLOR 8'-4" i INTEORAL DRIP lo GONT. WEEP PROVIDE SELF ADHERING SCREED BY EIFS GYP. WALLED. 3/8" SEALANT JOINT •„; 2x6 NAILER WEEP5 ® 52'' SHEET MANUFACTURER RETURN TO O.G. _ UNDERLAYMENT FRAME CUSTOM SILL DETAIL BAGKER ROD J" BEAD CUSTOM 5.5. DRIP FLASHING AND "1 1/2" EIFS SYSTE SILL DETAIL EDOE END DAM AT EA. BAGKER ROD AND SEALANT 8" REINFORCED SIDE OF WINDOW AND SEALANT GMU, SEE STRUGT. ALUM- IMPACT -RESIST- GONT. BACKER ROD 811 REINFORCED SHIM AS GMU WALL REQUIRED 4 CAST STONE STOREFRONT SYS. W/ $ SEALANT JOINT VENEER IMPAGT-RESIST. AT PERIMETER OF 6LAZINO FRAME PROVIDE (1) 55" DIA. 5.5. DOWEL H IT AT 16" O.G. EPDXY GROUTED. G SILL DETAIL SEAL FLASHINO MEMBRANE D HEAD DETAIL E SILL DETAIL PENETRATION W/ BITUMEN STOREFRONT WINDOW HEAD and JAMB DETAILS S C ALE 1/4"= 11-0" SCALE 1/4"= F-0" Ln M Q M Lo v 0 co N M J N tL N � M OD E LL F— 0 M M M c N N Q C+7 N s N LID fir} nr 0D CID W F— 0 N U _ 2 a t� cn Iz a > " w U ru U 8 0 w m ~ � c ILL Q W Qm O Eo LU ~ o Z � (� N 1 Z_ Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project zand is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 O''P. WALLED. AT JAMB BEYOND ALUMINUM PAN PROVIDED W/ STOREFRONTY Q SSTEM BACKER ROD SEALANT ALL AROUND I N51 DE DRYWALL REVEAL -FRY REGLET #DRMZ-625-375 OR EQUAL EEL SOLID SURFACE SILL I 08302011 REVISIONI DOWELED NO: DATE: REMARI{S: REVISIONS: CONNECTION, GROUTED SOLID /8" GYPSUM WALLBOARD ON I I/2 METAL DRAWING TALE: STOREFRONT AND CURTAINWALL Z' FURRING @ ELEVATIONS & DETAILS 2'-0" O.G. WITH RIGID INSUL. PROJECTNO.: 50568.12 ISSUE DATE: 07.15.2011 PROVIDE (1) 5/8" DIA. S.S. DRAAN BY CHECKED BY DOWEL GROUTED. AT 16" O.G. EPDXY SEAL FLASHING kC. kC. SHEET NUNIDER MEMBRANE PENETRATION W/ BITUMEN A8m2 SCALE 3 1 1 1/2"-1'_0" J I _ I ___I1-_ _ _ _ I ill 111dF. I_ I. 11 .. GONG. COLUMN (SEE STRUGT.) - T'fP. 8" REINF. GMU W/ FOAMED -IN -PLAGE INSULATION (TYP.) 1-1/2" EIFS SYS. (TYR.) GAST STONE VENEER BELOW WATERTABLE STONE WATERTABLE BELOW GONT. BAGKER ROD SEALANT (T T P.) 4" GAST STONE VENEER ALUMINUM STOREFRONT SYSTEM W/ 1/4" OLAZINO 7/8" MTL. HAT CHANNEL FURRING — 3.3 — 5/8" GYP. BD. ON 1-1/2" 'Z' FURRNINo @ 16" O.G. GONG. COLUMN (SEE STRUGT. PLANS) 5/8" 3YP. 1-1/2" 'Z' Fl @ 16" O.G. HOLLOW N DOOR $ F r ii • mmnnnn�mliummmunnmmmnmmmmmummnn mum�nmi'nnnmm�mumii Imnnmm�nu nmm�mumm�nmmm�umummmm�m imun uuu nunnmlmnnnll Lvol FA"'�l LINE OF DRYWALL SOFFIT/ LIGHT COVE ABOVE (TYP.) I _F — — m 5/8" 6YP BOARD ON METAL STUD FRAMING 5/8" GYP. BD. ON 1-1/2" 'Z' FURRNING @ 16" O.G. 5/8" GYP. BD. ON 1-1/2" 'Z' FURRNING @ 16" O.G. PLAN DETAIL TREATED WOOD BLOCKING (TYR.) GONT. BAGKER ROD AND SEALANT I MPAGT-RES I5TANT ALUM. GURTAINWALL SYSTEM W/ I NSULATED 6 IMPAGT- RESISTANT GLAZING GONT. BAGKER ROD AND SEALANT 4" GAST STONE VENEER (TYP.) SCALE � 7 1 1/2"= 1'-0" SCALE PLAN DETAIL 11/2"=1'_0 6 HOLLOW METAL E3 DOOR FRAME 5/8" GYP. BD. ON 1-1/2" 'Z' FURRNING @ I6" O.G. 5/8" GYP BOARD ON JMETAL STUD FRAMING 6" ROOF OVERFLOW 8 REINF. GMU 4 DRAIN LEADER (SEE °u PLUMBING SHEETS) bill REINF. GMU a 5/8" GYP. BD. ON GONG. COLUMN 4 1-1/2" 'Z' FURRNIN6 (SEE STRUGT. a Q @ 16 " O.G. PLANS) _ 4 .a a - c j I TREATED WOOD a BLOGKLNG (T rP.) 4 4 5 - - - '° ° 4 d. Q GONT. BAGKER <11 ,{ 4" GAST STONE ROD AND SEALANT 6" OVERFLOW VENEER (TYR.) DOWNSPOUT NOZZLE SOLID 5URFAGE SILL (BELOW) GAST STONE SILL (BELOW) PLAN DETAIL SOLID SILL B; GONT. SEAL TREAT: (TYR.) 5/8" 0 1-1/2" '2- 16 " O.G I N5ULA LINE OF E ENVELOPE (BEYOND) DI SGONTI I RIGID I NSULAT I G BLDG. ENVELOPE (INTERIOR BETWEEN GONDITIO SPAGES) OYP. 1-1/2" 'Z' F @ 16" O.G. 7/8" MTL. HA7 GHANNEL FUR ALUMINUM STOREFRONT W/ 1 /4 " GLAZ I PLAN DETAIL REINF. GMU W/ FOAMED-IN-PLAGE INSULATION (SEE STRUCTURAL DWG5. FOR FILLED CELLS AND REINFORGEMENT) AIR $ VAPOR BARRIER APPLIED TO FACE OF GMU (TYP.) 4" GAST STONE VENEER SELF -ADHERING UNDERLAYMENT - LAP AND FLASH TO FULL DEPTH OF ALL WINDOW t GURTAINWALL OPENINGS (TYR.) GONT. BAGKER ROD 4 5EALANT 4"X4" ALUM. BRAKE METAL FLASHING - MATGH STOREFRONT FINISH/GOEOR (TYR.) / GONT. BAGKER ROD a SEALANT GAST STONE SILL BELOW I MPAGT-RES I5TANT ALUM STOREFRONT 5Y5TEM W/ INSULATED $ IMPAGT- RESISTANT 6LAZIN6 4" FIELD STONE VENEER (TYP.) 8" REINF. GMU W/ FOAMED IN PLAGE INSULATION (TYP.) AIR $ VAPOR BARRIER APPLIED TO FAGS OF GMU GONT. BAGKER ROD 4 SEALANT (TYP.) I MPAGT-RES 15TANT ALUM. GURTAINWALL SYSTEM W/ INSULATED $ IMPAGT- RESISTANT CLAZINO TREATED WOOD BLOGK I NO 5/8" 6YP BOARD ON METAL STUD FRAMING GONG. COLUMN (SEE 5TRUGT. DINGS.) LINE OF DRYWALL SOFFIT/ LIGHT GOVE ABOVE (TYP.) SCALE 11/2"=1'-0" 0 Q - Q u� r 5/8" GYP. BD. ON 1-1/2" 'Z' FURRING @ 16" O.G. I$ RIGID INSULATION (TYP.) ��� 1,0„ 3 TYP. STOREFRONT FLASHING DETAIL SCALE A 5 0 4" GAST STONE VENEER (TYR.) 8" REINF. GMU ! FOAMED IN PL/ INSULATION (TYi AIR $ VAPOR BARRIER APPL TO FAGS OF GT GONT. BACKER SEALANT (TYP.) I MPAGT-RE-5I ST GURTAINWALL E INSULATED � 1 N RESISTANT OLA TREATED BLOGKINC GONG. COL 5TRUGT. Dy 5/8" GYP E METAL STUI FRAM I NO GONG. COL 5TRUGT. Dl LINE OF Df; SOFFIT/ LI( ABOVE (TY �'-n" :;)I011 PLAN DETAIL SCALE 11 /2" = 1'-0" GONT. BAGKER ROD 4 SEALANT IMPAGT-RESISTANT ALUM. (TYR.) STOREFRONT SYSTEM W/ INSULATED IMPAGT- RESISTANT GLAZING SELF -ADHERING 51M. UNDERLAYMENT (TYP.) Qa_g4 5/8" GYP BOARD ON METAL STUD FRAMING ° a d GONG. COLUMN (SEE ° STRUGT. PLANS) a a. a ° a .d 5/8" GYP. BD. ON 1-1/2" 'Z' FURRING @ 4 QA 16" O.G. If RIGID INSULATION (TYP.) 8" REINF. GMU W/ FOAMED IN PLAGE INSULATION (TYP.) 2'-1 5/8" 7 5/8" 4" GAST STONE VENEER (TYR.) PLAN DETAIL SCALE 1 1/2"= 1'-0" Ell a Ul W (n O Y Z W _I J z _ z = 2 2 o _ In _ W IN Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc. and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAWING TITLE: PLAN DETAILS PROJECT NO.: IS SUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. SHEET NLJjNMER- A8.3 `IIl1 I I I I � -1 I II III II I I I I I�U_I III I � 1q III Nr It19`,e- I u t �'_ 1 — 1 3/8" DIA. X 4" HORIZ.� DONEL5 IN I/2'' DIA. HOLES AT ALL VERTICAL 51LL JOINT5.- 2" DOWEL PENETRATION ,,� INTO EACH SILL 5EGMENT. No GROUT) T1'PIGAL GORNER SEGMENT GAS' DETA L VERTICAL 51LL JOINT - PRO V I DE FOAM BAGKER ROD WITH SEALANT GLOSING ALL EXPOSED JOINT AREAS- No = GROUT) m _ 5.5. ANGHOR5 @ 24" O.G. I f /ram EPDXY SET a FULLY GROUTED INTO STRUGTURE SEE ELEVATION5 FOR STONE PATTERN 0 STONE BASE SEE NALL SEGTIONS = SHEET A6.3 TOP OF GONG. SLAB ELEV. 5EE CIVIL! 5HEET5 GONT. GONG. FOOTINO (SEE 5TRUGT. FOR TYPE, SIZE ff REINF.) IGAL SEGMENT PRECAST GONG. SILL SET IN MORTAR PREGAG- -„A,i - Ar-' FACE E GRADE CONCRETE FOUNDATION REAR ELEVATION 'CALF 0" 41 PREGA�T """" " " FACE Bf GRADE GONGRETE FOUNDATION NOTE: ALL STONE AND TRIM TO MATCH BUILDINO SIDE ELEVATIONS �t FFO Lf ------ � J SCALE 3 1/4"= 1'-0" FRONT ELEVATION- SCALE PREGA5T GONG. GAP I 1/4"= 1'-0' SET IN FULL MORTAR BED GROUT SOLID GONT. GAV I T'' BETWEEN 2 N1'THES OF MASONRY FULL HEIGHT OF NALL PAINT GMU EPT-3 5HERW I N-NI LL I AM5 5N 6108 "LATTE" 4 4" REINF. GONG. SLAB 5 ON GRADE- SEE AG.I 5TRUGT. (BROOM FINISH, PITCH TO DRAIN) —/ MALL SEGT I ON a elr -IIGK REINF. CONCRETE SLAB (SEE STRUGT.) PAI U) Ul U) Y 0 Z Q U) J J U)_ z 2 O o W w N N 3 Florida Business License #: AAC001619 Registered Architect: Kenneth Cowart This drawing is the property of Associated Space Design, Inc, and is not to be reproduced or copied in whole or in part. It is not to be used on any other project and is to be returned upon request. Scales as stated herein are for reference only as normal reproduction processes may alter the accuracy of original drawings. Associated Space Design, Inc. 2006 NO: DATE: REMARKS: REVISIONS: DRAwIlVG TITLE: DUMPSTER ENCLOSURE PLAN AND DETAILS PROJECT NO.: ISSUE DATE: 50568.12 07.15.2011 DRAWN BY CHECKED BY kc. kc. WALL SECTION SCALE 5 3/4"= 1'-0" TRASH ENCLOSURE PLAN t/4- -0„ 17 SHEET N[ I VBER Al9ml